Loading...
HomeMy WebLinkAbout30988-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31980 Date: 11/03/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1120 HARBOR LA CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 103 Block 1 Lot 20 .9 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 22, 2005 pursuant to which Building Permit No. 30988-Z dated MARCH 3, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE AND REAR WOOD DECK AS APPLIED FOR. The certificate is issued to JOSEPH & LETITIA C. PERINO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0112 09/16/06 ELECTRICAL CERTIFICATE NO_ 2058523 09/26/05 PLUMBERS CERTIFICATION DATED 12/15/055 KEVIN MURPHY ✓✓ „ A thorizzeed Signature Rev. 1/81 lu` Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 C b 1 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwellin�$25.00 Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. q /l�l IAS New Construction: x Old or Pre-existing Building: (check one) Location of Property: //Zo /f >L< Z-,,, uL- House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ({ 2 Block ci Lot 7 �1 Subdivision Filed Map. Lot: Permit No. 3 Date of Permit. Applicant S� /55'Nu�'- ( _C J t,a�: Health Dept. Approval: d v` 01 1 Z Underwriters Approval: ' 'LO S _5'd 3 Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2 �^ Ap licani Sjgnature 00 3i9%� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30988 Z Date MARCH 3 , 2005 Permission is hereby granted to : JOSEPH PERINO 2260 WUNNEWETA RD CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR at premises located at 1120 HARBOR LA CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0001 Lot No. 020 . 009 pursuant to application dated FEBRUARY 22 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 3 , 2006 _ Fee $ 1, 537 . 50 a Authorized Signature ORIGINAL Rev. 5/8/02 3o -?-- 103- - ;OA 701 O cPcPcPrJ�cJ�cl�cPrJ�cPrJ� cJ�r.!'acPrJ�cJ'r�r�r�cPcPrJ�rJ�cPcPrJ�rJ�cPr� cPrJ�rJ�rJ�rJ�rJ�r�rJ�cPcPrJ�rJrlcPrJ@PrJ�rJ�rJ�rfrJrJ'�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ� a BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS5 5BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 55 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by r5 5 BRIAN BROOKS ELEC. INC. JOE PERRINO 5+ SBOX 1001, 455 BEEBE DR. 1120 HARBOR LANE 5 5 CUTCHOGUE, NY 11935, CUTCHOGUE, NY 11935 55 5 Located at 1120 HARBOR LANE CUTCHOGUE, NY 11935 5 Application Number: 2058523 Certificate Number: 2058523 e� 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 Residential 0-599 square ft. 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: �5 5 Basement, First Floor, Second Floor, modular house,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of September,2005. �5 5 Name OTY Rate Rating Circuit Tvoe S Miscellaneous 5 modular house 5 5�j NY State approval#19-30049 c5 mfg-Apex Homes 5 5 5 serial#8700 5 Alarm and Emergency Equipment 5 5 5 Sensor 3 0 Carbon Monoxide 5 Appliances and Accessories 5 5 Pump Motor 1 0 1 H.P. 5 Furnace 1 0 Oil 5 5 Air Conditioner 1 0 20 Amps rj Panels 5 5 1 100 3 55+ 5 Wiring and Devices 5 5 Switch 3 0 5 5 Fixture 5 0 Incandescent 5 S Receptacle 1 0 GFCI seal 5 Service 5 Continued on Next Page I of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 rPrJ arJ rJ�rJ�rJ@n rJ@PrPcfr�rJr�lcJ�cPc 121211 211011015: arJ@PcPcPrJ@PrlaclfflWcPrJLffl PLLPLPLLPLPLPLrQ O Or lzracnrJ�M POPI-rJrJrJ�cncPcnrJrJ�rJ�rJrJdrdn�r.J�cPr lrr_ti nrJ�r lgpLr3r:LI lL3rL3rJL3rL3rL3 cnc frJrJrJ�rJrJr�rrrlcn�nrJ�l arPc n�n�lrJrJrJ� o BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 tC� Upon the application of upon premises owned by c5 BRIAN BROOKS ELEC. INC. JOE PERRINO BOX 1001, 455 BEEBE DR. 1120 HARBOR LANE 5 5 CUTCHOGUE, NY 11935, CUTCHOGUE, NY 11935 �S 5 Located at 1120 HARBOR LANE CUTCHOGUE, NY 11935 5 5 5 Application Number: 20585235 e Certificate Number: 2058523 e� Section: Block: Lot: Building Permit: BDC: ns11 �5 C� Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor, modular house,Outside, C� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of September,2005. 5 Name OTY Rate Rating Circuit Type 5 5 1 Phase 3 W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb Meters: 1 5 5 5 5 5 5 5 5 5 5 5 5 seal 5 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 D rPcf� rPrPrPcPrPrP rPrPrPrP rncnrPrJ@nrJcnrrurnrrrrrrurJ�cnrrrnrrdPcnrrrrurPrrrnrr�ncnrnrfrPrrrPrPrrrrrrurrucn�nrnrrurrrru 0 O,va�fF01/(coo G o W Town Hall,53095 Main Road �� Fax(631)765-9502 P.O.Box 1179 ��l � Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CE RTI1+ ICATI0N Date: �� ^ Building Permit No. 30 I,F?t Owner: JcS&T/f /��—lC//Yc /f/VIJ C (Please print) t Plumber: (Please tint I certify that the solder used it) the water supply system contains less than 2/10 of 1% lead. ( n ers Signature) Sworn to before me this lt� day of 200 Notary Public, �� �.`�� _County JC>NATHAN U. uROWN Notary Public. State al NeH York No. 52-4180765-Sutiolk County Comm. Eypites MueI1Jfi;;t9= 30 ff 7 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATI N 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �� - _ - DATE ���y .v� INSPECTOR- �! y 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR,E�SAFETY INSPECTION REMARKS: ;2- DATE °� I — INSPECTOR/ ', -.li9siti6 n �— o 0 z 765.1802 BUILDING DEPT. INSPECTION [ ] ROUGH PLBG. [XFOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �7 b-� INSPECTOR *�Of SOpT�,o# TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST xi ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3 INSPECTOR- �o�,�OF SO4ly�� 307 Z, #©# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL 1 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /0- /0 - 0 DATE INSPECTOR �o��oF souTyO6 3ggy z *©} TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL & f [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r j0 - a -v DATE INSPECTOR I j souryo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE NSPECTION REMARKS: � � DATE r �� INSPECTOR �' STEPHEN ROSSETTI ARCHITECT 28 TURTLE COVE DRIVE SOUTHAMPTON,NY TELEPHONE:631-283-5352 January 31, 2006 Town of Southold Building Department Re: Perino Residence Main Road 1120 Harbor Lane PO Box 1179 Cutchogue, N.Y. Southold, N.Y. 11971 Permit #30988 To whom it may concern: The following work shall be completed to meet with my aproval. • Install 20" concrete filled Sonatube at locations shown on drawings dated 7/8/05. • Instead of interior 8x16 wall piers the contractor built exterior piers 8x14 this meets with my approval. Piers tony 345 3748 516 779 7655 cell Sincerely, FpED a9 A � i o �7 8 i r FIELD INSPECTION REPORT DATE COMMENTS p FOUNDATION (IST) - �_ /J ycaAt - UO ------------------------------------ FOUNDATION (2ND) ` z 2 y ROUGH FRAMING& PLUMBING ' C 9-To 7 p r INSULATION PER N.Y. STATE ENERGY CODE ---- --- - -- ---- FINAL i )LL-�-�4 ADDITIONAL COMMENTS - d O z - tom �0_c - ► r x � d - dro TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DIVARTMENT Do you have or need the following,before applying'? TOWN H+L Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning B/oatd approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3 Check Septic Form N.Y.S.D.E.C. Trustees Examined_ '• ,2. 'y , 2005 Contact: Approved 31/ 3 20 0S Mai] Disapproved a/c 2--z6ty c � r V Phone: Expiration,200 E 73 y - 76 6 Y Building Inspector APPLICATION FOR BUILDING PERMIT X22 Date 2 20 6S INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S nature of applicant or name, if a coloration) 6 6 Ck/ct N/-/Cw —7/5' !c D Cu 7-Ch`06L/F /y, X ell F2-_r— (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 ul ly Cr Name of owner of premises -105 6-F# f'(c'�/�/ 0 < <7-/ T//4- C (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: // ,�-0 f7` /�i;Ui< 1, ct<� /f0C+ ilk /k House Number Street Hamlet County Tax Map No. 1000 Section /6 3 0 D Block 60 / 00 Lot O:2 D 00 c1 Subdivision H/f Eff k K / CGI' S Filed Map No. 6 D ;_Lot ;Z- (Name) . ..... 2. State existing use and occupancy of premises and intended use and occupancy of proposed consthcticyt: a. Existing use and occupancy J q",�- Lo-i l b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units__I_Number of dwelling units on each floor If garage, number of cars } 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ,7! Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Sf`f Rear��{ r Depth 2 7 ` (a m Height n7 ,V Number of Stories 9. Size of lot: Front a 13 Rear 9 3 1 Depth 30-7 �Oi rAO s� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated t V2 12. Does proposed construction violate any zoning law, ordinance or regulation? YES N4- 13. Will lot be re-graded? YES J-�NO Will excess fill be removed from premises? YES NOj_ 14. Names of Owner of premises &.-K-/Alb Address 4Z60 4k/nne4Je Phone No. 73(l- 70 G S Name of Architect Address Phone No Name of Contractor 7i4eT Address /Mukrbt-yhuqJo2Phone No. _ 71G r- 67.17 G"CVV Cola+,w- c-rwrj sv-e-- 'S5"elw Id 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. : . 1 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) .Jos O being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the N t (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of , ac 20 65 N6tary Public Signature of Applicant LINDA J COOPER NOTARY PUBLIC,State 01 N Oounty No.01C04822`'83' Term EV09 December 31,20.x.' STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1 -0001 GEORGE E. PATAKI RANDY A. DANIELS GOVERNOR SECRETARY OF STATE February 25, 2003 Mr. George Clark Vice President of Operations Apex Homes Inc. 247 US Highway 522 North Middleburg, PA 18504 VIA FACSIMILE TRANSMITTAL RE: M 1168-02-074 System approval- CONDITIONAL Dear Mr. Clark : Issued herewith, in response to your December 06, 2002 application for approval of a Detached One- and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models is Factory Manufactured Building Approval designated M 1168-02-074, as authorized under Pan 1281 of the Uniform Fire Prevention and Building Code. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: Seismic Design Category A,I3,C for Detached One-and Two-Family Dwellings. 2. Calculations for snow drifting on lower roofs &sliding snow loading must be explicitly addressed for each individual plan submission. Tabular loading values within the system (snow drift chart) must be specified for each individual submission. The plan submission must include engineering data for structural members which will address the increased loading within the drift area. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: l.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed b-v an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from and consistent with the plans :md specifications associated with this approval on file with the Division and this conditional approval letter." The certifving architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency.The following are specific requirements regarding the contents of the permit set. 1.1. A set of drawings comprising at a minimum: 1.1.1 Cover sheet which contains information on: - Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, WWW.005.STATE.NY.US E-MAIL: NF0@00S.STATE.NY.US Mr. George Clark February 25, 2003 Page#2 Seismic Design Category,Wind Speed, Live Loads, Dead Loads, etc. -Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Ener, Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification - General notes -Index of drawings -Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: - Required and provided light, ventilation, egress,window and door schedules -Unambiguous identification of structural members - Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: - Building integration (module connections) details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non-typical details (such as prow roof,cantilever beams, etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location,production serial number, and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code afNew York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval" placed on the accompanying set of plans and by the qualifying letter dated February 25, 2003 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. George E. Clark, Jr. Director Division of Code Enforcement and Administration enclosure cc: PFS Corporation 02-074CAL.wpd 4 r -1 Permit Number REScheek Compliance Certificate Checked By/Dace New York State Energy Conservation Construction Code REScheckSoftware Version 3,6 Release 1 Data filenamc: C:\Program Files\Check\RESehecl<\12412.rck PROJECT TITLE: QN-12412 COUNTY: Suffolk S-TATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family ( - HEq'fING TYPE: Non-Electric 'r/�/a+,tel -L_, WINDOW/WALL RATIO: 0.16 i4S .tstsi�tt DATE: 02!02/05 •n�t,fia r 1',«,� IP DA'I E OF PLANS: 1-26-03 ry PROJECT DESCRIPTION: aLot. rx � Cg e mt," ng'Gs° FUTURE SURROUND]NGI S/LETTE PERINO 03 �ti 4 jw� 4 � � m DESIGNER/CONTRACTOR; nN ,• APEX HOMES, INC. 100' •, 02b06G •,...• 247 US HIGHWAY 522 NORTH ,*P*A; d� a� MIDDLEBURG, PA 17842pp of COMPLIANCE: Passes FEB o �" MnS Maximum UA -474 Your Home UA=397 IT 1% Better Than Code(UA) - Gross Glazing -Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Faclnr 110 Ceiling 1: Flat Ceiling or Scissor"Truss 1620 30.0 0.0 57 Wall I: Wood Franw, 16" ox, 2742 19.0 0.0 133 Window 1 Vinyl Frame:Duublu Pane 401 0,250 100 Door l: Solid 58 0.200 12 Door 2: Solid 20 0.320 6 Door 3: Glass 40 0.330 13 Floor I: All-Woad Joist/Truss:Over Unconditioned Space 1620 19.0 0.0 76 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief, and 5�; professional judgmrree�nt, such plans or specifications are in compliance with this Code. Builder/Designer V�,{L, Date — '�—O naw q , L �—1 xaE;.ua STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 I -0001 GEORGE E. PATAKI RANDY A. DANIELS GOVER.OR SECFETAFY OF STATE February 25, 2003 Mr. George Clark Vice President of Operations Apex Homes Inc. 247 US Highway 522 North Middleburg,PA 18504 VIA FACSIMILE TRANSMITTAL RE: M 1168-02-074 System approval- CONDITIONAL Dear Mr. Clark Issued herewith, in response to your December 06, 2002 application for approval of a Detached One- and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models is Factory Manufactured Building Approval designated M 1168-02-074, as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. Buildings manufactured under this approval are limited to Installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: Seismic Design Category A,B,C for Detached One-and Two-Family Dwellings. 2. Calculations for snow drifting on lower roofs &sliding snow loading must be explicitly addressed for each individual plan submission. Tabular loading values within the system (snow drift chart) must be specified for each individual submission. The Ilan submission must include engineering data for structural members which will address the increased loading within the drift area. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: I.The manufacturer is to submit to the Division a duplicate of the pennit set for each dwelling to be installed in New York State. Each permit set is to be scaled and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. L 1. A set of drawings comprising at a minimum: 1.L ICover sheet which contains information on: - Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, WWW.005.5TATE.NY.US E—MAIL NFO@DOS.STATE.NY.US Mr. George Clark February 25, 2003 Page#2 Seismic Design Category, Wind Speed, Live Loads, Dead Loads, etc. -Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. -Occupancy classification - Construction type classification -General notes -Index of drawings - Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: - Required and provided light,ventilation, egress, window and door schedules - Unambiguous identification of structural members - Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: - Building integration(module connections)details -Location of required fire stopping - Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non-typical details (such as prow roof, cantilever beams,etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with infbrmation about project location,production serial number, and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval' placed on the accompanying set of plans and by the qualifying letter dated February 25, 2003 A copy of the first two pages of this letter shall accompany each set of plans submitted for it building permit and be deemed it duplicate original. George E. Clark, Jr. Director Division of Code Enforcement and Administration enclosure cc: PFS Corporation 02-074CAL.wpd t Wind Analysis, Shearwall Design and Miscellaneous Calculations L A R S O N 1 D E S I %N G R O U P i- t T17-1 .r -fc-5 ' Future Surroundings / Lef& Perino #3 QN-12412 / NY Cutchogue, NY t 1 Prepared For: ' Apex Homes, Inc. 247 US Highway 522N Middleburg, PA 17842 1 Prepared By: ' Larson Design Group, Inc. P.O. Box 487 ' 1000 Commerce Park Drive Williamsport, PA 17703-0487 Telephone: (570) 323-6603 ' LDG Project No. 6314-008 Phase 025 ' Date: January 2005 ````"`"SOF�INEtN'k, 1 L A R S o N joB Apex Homes, Inc. QN-12412 / NY LDG: 6314-008 SHEET NO. OF C) E 5 111% N Architects•Enoineers•Surveyors CALCULATED BY DEG DATE /18/200� 1 G R O U P Iv`'! P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323.6603•FAX(570)323-9902 SCALE Table of Contents ' I I I I I 1General Notes Sheet 1 i Summary Sheet 1 thru 3 Engineered Design -Calculations J Sheet 1 thru 70 Roof System Connections j I;T thru 43 Drift Calculations — T� - Sheetsl ---- T- 1 � I Snow D s _ 1 thru 8— L� I i 1 - elector Design I _ �I - ' Sheets 1 thru 2 � I I_ i i - I I I I I I I I I i I I� IL I I I I i— L A rz s o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. General Notes 1 OF 1 O E S I G N Architects-Engineers•Surveyors CALCULATED BY DEG DATE 1/17/2005 ' G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603-FAX(570)323-9902 SCALE - I � i I-- -T� General Notes: I I I 1 The attached computations have been prepared to satisfy State of New York Department of State requirements pertinent to approval for manufacture of modular construction within 110 to 120 mph wind zones, in accordancell lwith the Residential Code of New York State. The computations are prepared to specifically comply with the nine (9) items of information required by the Department of State memo issued on January 7, 2004. - ---1- ' -i--I' 4jI iL - - �- I 1 I -- --- L 1 I I �II � II - I a— I ' L A R S o N 3oB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. Summary Sheet 1 OF 3 ' D E S I %N4 Architects-Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY {'};�y DATE Phone(57D)323-6603•FAX(570)323-9902 SCALE SUMT—M ' (The following information is provided as a summary of the calculations. The summary is intended to address the minimum requirements listed in the January 7, 2004 letter to the Factory Manufactured Home Producers. _ Methodology This home is designed using engineered design methods accepted by the Residential Code of 9 9 9 9 _ �New York State (2002)and the Wood Frame Construction Manual- SBC High Wind Edition (1995).1 TTT -T Forces, Connections, and Fasteners — ' Location Force Connection Fasteners Required Reference Main House: Roof to 2nd USP Structural Connector (6)8d nails in truss/ rafter ' — Story Wall, Within 6'-0"of 428 plf RT10 @ 16" D.C. and (8) 8d nails in plate and Sheet 6 Corner- Rafter to Plate to (every rafter) (6) 8d nails in stud Stud — Main House: Roof to 2nd USP Structural Connector (6) 8d nails in truss/rafter Story Wall, Not within 6'-0" 300 plf RT10 @ 16" D.C. and (8) 8d nails in plate and Sheet 6 of Corner- Rafter to Plate to Stud (every rafter) (6) 8d nails in stud ' Main House: 2nd to 1st USP Structural Connector (18) 8d x 1 1/2" nails Story Wall, Within 6'-0"of 362 plf RS200 (Clear Span + 19") (9 in each stud) Sheet 7 1 — Corner- Stud to Stud @ 16" D.C. (every stud) -- Main House: 2nd to 1st USP Structural Connector Story Wall, Not within 6'-0" 234 plf RS200 (Clear Span + 19") (18) 8d x 1 1/2" nails Sheet 7 other of Corner- Stud to Stud @ 32" D.C. (every (9 in each stud) other stud m Main House: 1st Story Simpson Strong-Tie (13) 10d nails into stud, o Module to Foundation, Connector MSTAM36 and (8) 1/4 x 2 1/4 Titen ' 296 plfSheet 7 Within 6'-0"of Corner-Stud @ 48"D.C. masonry screws in CD _ to Mason /Concrete (every third stud foundation wall o Main House: 1st Story Simpson Strong-Tie (13) 10d nails into stud, Module to Foundation, Not 168 plf Connector MSTAM36 and (8) 1/4 x 2 1/4 Titen Sheet 7 a within 6'-0" of Corner-Stud @ 48" D.C. masonry screws in to Mason /Concrete (every third stud foundation wall Garage: Roof to 1 st Story USP Structural Connector (6) 8d nails in truss/rafter Wall, Within 6'-0"of Corner- 306 plf RT10 @ 16" D.C. and (8) 8d nails in plate and Sheet 42 Rafter to Plate to Stud (every rafter) (6) 8d nails in stud Garage: Roof to 1 st Story USP Structural Connector (6)8d nails in truss/rafter Wall, Not within 6'-0" of 214 plf RT10 @ 32" D.C. and (8)8d nails in plate and Sheet 42 Corner- Rafter to Plate to (every other rafter) (6)8d nails in stud ' Stud — Garage: 1st Story Module to Simpson Strong-Tie (13) 10d nails into stud, -- Foundation, Within 6'-0" of Connector MSTAM36 and (8) 1/4 x 2 1/4 Titen 240 plf Sheet 43 Corner- Stud to @ 48" D.C. masonry screws in - ' Mason /Concrete eve third stud foundation wall Garage: 1st tory Module to Simpson Strong-Tie (13) 10d nails into stud, Foundation, Not within 6'-0" 1 Connector MSTAM36 and (8) 1/4 x 2 1/4 Titen ' — of Corner- Stud to 148 plf @ 48"D.C. masonry screws in Sheet 43 Mason /Concrete eve third stud foundation wall An equal or better connection device may be substituted for any connection device listed. ' � P R S o N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO Summary Sheet 2 OF 3 N Architects-Engineers•Surveyors CALCULATED BY Deg DATE /17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323£603•FAX(570)323-9902 SCALE Summary(cont'd) 1 ' Location Force Exterior Panel Interior Panel Reference _ Main House: 2nd Story Wall 7/16" OSB w/8d nails @ Front& Rear. 1st Story 159 plf 6"D.C. panel edge nailing N/A Sheet 14 & 15 Wall- Front& Rear ' Main House: 2nd Story Wall 342 plf 7/16" OSB w/8d nails @ N/A Sheet 14 r - Left and Right Walls 4"D.C. panel edge nailing -- s ' — E y 7/16"OSB w/ed nails @ 2"o.c. 1/2" GWB w/ 1 1/4"Type S ¢ Main House: 1 st Story Wall panel edge nailing. Provide 3"nom. __. Left and Right Walls 873 plf Framing at Panel Edges,Stagger or W#6 drywall screws @ 4" Sheet 15 Nailing D.C. panel edge n Garage: 1 st Story Wall- 136 plf 7/16"OSB w/8d nails @ N/A Sheet 50 Front, Rear and Left Walls 6" D.C. panel edge nailing 7/16" OSB w/8d nails @ 7/16"OSB w/8d nails @ Sheet 51 Garage: 1 st Story Wall- 986 plf Right Wall 3" D.C. panel edge nailing 3"D.C. panel edge nailing Location Force Connection Fasteners Required Reference Main House: 2nd Story to (2) 5/8"dia. Bolts in each ' 1 st Story Shearwall- Front 2576 Ib USP Holddown TDX2 2"x6" Double Stud and (1) Sheet 23 and Rear Walls 5/8"dia. Threaded Rod Main House: 2nd Story to (2)7/8"dia. Bolts in each 1st Story Shearwall - Left 39201b USP Holddown TDX6 2"x6" Double Stud and (1) Sheet 23 and Right Walls 7/8"dia. Threaded Rod N `o Main House: 1st Story (4)7/8"dia.Bolts in 2"x6"Triple Stud d Shearwall to Foundation 8496 Ib USP Holddown TDX10 and(1)In Cdia.Anchor 15"mi 12 min. Sheet 23 � embed.In Concrete OR 15"min.embed. _ Wall- Left and Right Walls n Masonry ' U m Main House: 1st Story (2)3/4"dia.Bolts in 2"x6"Double Stud C Shearwall to Foundation 2898 Ib USP Holddown TDX5 and(1)In C dia.Anchor Boltw/12"min. Sheet 23 embed.3/Concrete ho 15"min,embed. o Wall- Front and Rear Walls In Masonry Garage: 1st Story (2)5/8"dia.Bolts in 2"x6"Double Stud Shearwall to Foundation 257611b USP Holddown TDX2 and(1)5/8"dia.Anchor Bolt w/12"min. Sheet59 Wall - Front, Rear and Left embed.In Concrete OR 15"min.embed Walls In Masonry Garage: 1st Story (4)1"dia.Bolts in 2"x6"Triple Stud and (1)1"dia.Anchor Bolt w/12"min. Shearwall to Foundation 1008011b USP Holddown TDX14 Sheet 59 — embed.In Concrete OR 15"min.embed. Wall - Right Wall In Masonry ' An equal or better connection device may y be substituted for any connection device listed I ' uo N roe Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. Summary Sheet 3 of 3 E:> E S I G N Architects-Engineers•Surveyors CALCULATED BY Deg DATE /17/2005 ' G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE I Q� Phone(570)323-6603•FAX(570)323-9902 —SSI SCALE Summary (cont'dl I i i I ' Location Force Connection Fasteners Required Reference Main House: 2nd Story 342 plf 16d toenails @ 4" D.C. N/A Sheet 26 Module to 1st Story Module ' Main House: 1 st Story USP Lateral Plate Tie Connect with (6) 8d nails in rn 692 plf MP4F Type I Installation @ Perimeter Band and (6) 8d Sheet 28 c Module to Sill Plate 12" D.C. nails is Sill Plate ' CD 3/4"dia.Anchor Bolts @ c Main House: Sill Plate to 2'-6"o.c. w/12" min. embed. 0 Foundation 692p1f In Concrete OR 15" min. N/A Sheet 29 Im embed. In Masonry S rn Garage: 1st StoryGarage to Sill Plate 120 plf 16d toenails @ 6"o.c. N/A Sheet 62 ' 1/2" dia.Anchor Bolts @ Garage: Sill Plate to 120 plf 4'-0"o.c.w/ 12" min. embed. N/A Sheet 63 ' Foundation In Concrete OR 15" min. embed. In Masonry lill II ' I I I Ili lillllll _ ' Location Force Reference 8d nails 4" D.C. panel Main House: Roof 342 p'If- 7/16" OSB edge nailing and 6" D.C. at Sheet 33 ' (Shear) intermediate supports blocked Main House: Wall (Non- 50 plf 8d nails @ 6" o.c. panel ' Shearwall) (Suction) 7/16" OSB edge nailing and 12" D.C. at Sheet 36 intermediate supports 8d nails @ 2.5" o.c. panel ' L Main House: Floor 520 plf 19/32" OSB edge nailing and 4"o.c. at Sheet 37 (Shear) intermediate supports u� blocked 8d nails @ 6"o.c. panel ' Garage: Roof 120 plf 7/16" OSB edge nailing and 12" o.c. at Sheet 67 (Shear) intermediate supports Unblocked tGarage: Wall (Non- 40 plf 8d nails @ 6"D.C. panel Shearwall) (Suction) 7/16" OSB edge nailing and 12"D.C. at Sheet 70 intermediate supports An equal or better connection device may be substituted for any connection device listed. ' L sa R s o H JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 1 OF 70 ' D E S 1 %�! Architects•Engineers•Surveyors CALCULATED BY Deg OF 1/17/2005 G R O U P P.O.Box 487-Williamsport,PA 17703-D487 CHECKED BY DATE Phone(570)323-6603-FAX(570)323-9902 SCALE —� Wind Analysis and Shea all Design I' j II I II � i I ii Design Criteria Buildinq o Descri tion: _ I _ Modular two story, wood frame construction _ ry, i Cod es: i liq_ Residential Code of New York State 2002 Wood Frame Construction Manual -SBC High Wind Edition (1995) j �- 9 ,ue 'Location: ! Cutcho NY j I Suffolk County Basic Wind Speed RCNYS 2002 Fi ure R301.2 4 - V= 120 mph (3 second gust) � L-L-L 1 Per RCNYS (2002) R301.2.1.1 and R602.10.10, Engineered Design in accordance ' !with the AF&PA Wood Frame Construction Manual - SBC High Wind Edition (1995) 1-- - -- 'is permitted for basic wind speeds greater than or equal to 110 mph (3 second gust) ! ! I i i I i I I I I ' L A R s O N JOB Apex Homes, Inc. QN-12412 / NY LDG: 6314-008 SHEET NO. 2 OF 70 r> E 5 1 G N Architects•Engineers-Surveyors CALCULATED BY Deg DATE 1117/2005 ' G R O U P n n` P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY / V DATE !N Phone(570)323-6603•FAX(570)323-9902 SCALE t Main House-Two Story'' I - Per WFCM - 1995 SBC High Wind Edition, Engineered Design I � !2.1.3 Applicability - - ' --� - 2.1 3.1 Mean Roof Height Adjustment _ Height- 24.1 < 33 ft. KMean Roof1 -4 ' Tabulated values shall be reduced in accordance wit the footnotes. � T -'--]--- I -] 1 ---- IFloom T-E ' a. Floor Framing Member Span 13.67 lift. < 26f IftO - �KI ' . 'Floor Member Spacing 1'6---�in. D.C. < 24 �in-o.cOK �- I -- - d Se N/A 'in. I L OK c. FloorIFIoorCanti�n I ---I TI aring wall, Depth (d) Ifsupporting ahondbeoi t dd tionalload4d /A Iin. JN/A Ilin. it . P 1 9 If supporting a non-loadbearing wall, Joist Span (L)/4 = N/A in. 1 d. ',Vertical Floor Offsets N/A in. N/A in. OKI Joist Depth (d) - N/A in. -_ e Floor Diaphragm Aspect Ratio - - Length of side (Lt) - 27.5 'ft - -� Lenside L2) = 60 ft - lI I I�- !Length of ( L— ' 11-2/Lt - � 2.18 4 KI - < O f. Floor DI 'a I Openings .Lesser of � 12 ft. Diaphragm IT— m 0 hra m - - i - or 0.5 L= 13.75 ft. P 9 P - 'Maximum 0 enin Dimension 9.6 ft. < 12 'ft. OK' Opening I _ — I ' L A R s O N ioB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 3 OF 70 ' OE 5 I %r�4! Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P1 / n n P.O.Box 487•Williamsport,PA 17703-0467 CHECKED BY V DATE (iri Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Story 2.1.3.3 Wall Systems __, _ I� Jam_{ a. Wall Height) _�— l L Loadbearing Wall Height= 9 ft. < 10 Ift. OKI -_ - I I _I OK INon-loadbearing Wall 9 - < 20 ft. ft -I _i�I ft�^0 . -JI I I J oa� —l-�- I---12In D.C.° C �- <J 2�I4 � n oI l.c - �rO�--K �1ft < 4 ft. OK . ShenvallIt I Shearwall Elevation Offset N/A In. N/A in. �OK 'llI �11I - - I�' _� T FJoist Depth (d)_ N/A lin. lam- , e. 'Shearwl Il Segment Aspect Ratio --; - -- �� - - T - -- --- -- H /L < 3.5 I 1 { - -� Length SII T I --L Minimum Shearwall —� II � �Transfer - H/3 5 - 2.57 Ift. I II hl { - f Load Tra s L-� - I - - � I- e prided to transfer --- - I 1 I I I Band joists, blocking or other methods are r roof, wall �I and/or floor loads from upper stories - --- Ii I I i I I I I II I I! - - I I I ' L A rz s o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 4 OF 70 ' O E S I G N Architects•Engineers•Survevors CALCULATED BY Deg DATE 1/17/2005 G R O U R •�r.J��7( / P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY "Y v DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Storyl _ -- 12.1.3.4 Roof Systems - I a. Roof Framing Span (Horizontal Projection) = 1 13.67 'Ift. < 26 ft. OK LIlb. (Roof Framing Spacing = 16 I'lin. I.C. < 24 lin. D.C. OKI - � I I C. ,Roof Overhang Length '< ILesserof 11 21ft. -I I =- 4ftor 1/3 Rafter Span �t - - - Overhang Roof r � I O. 3Jft. I�� - an Length d. Roof Slope= li 7:112 <�12:12 OKI 1 I e. Roof Diaphragm Aspect Rati� - - -- - - I 1 — -JI Length of side (Lt) - 27.5 ft. - I I 11 1 I I 'Length of side (1-2) - 60 Ift. - L2/ Lt = 2.18 -- - - _ - - - - - ' _ Y 4 95 SBC - - -- - - - 9 T accordance with - on 2.1.3. i - .This home meets the applicability requirements s in accor a High Wind Edition, Engineered Design, Sects I 1 —11 —'i —=— 1--1— -- 1 � � 11 1 I — L A R s o ni joB Apex Homes, Inc. QN-12412 / NY LDG: 6314-008 SHEET NO. 5 OF 70 D E S I G 4 Architect •Engineers-Surveyors CALCULATED BY Deg DATE 1/17/2005 ' G R O U P �C�� � f/ P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY � DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Story! _ —�- —T— Uplift TUplift Connections'- WFCM - SBC (1995) 2.2.3 Main House Loads (as a 2 Story Building, 7:12 Roof)) ' = sf l Roof/Ceiling Assembly Dead Load I 10 �P 1 ----�� — Roof Span 27.5 !ft. - - -,- Fastest-MilendTSpeed =1 100 Imph RCNYS (2002)Table R301.2.1.3 J Unit Uplift Load WFCM - SBC (1995)Table 2.2A Span (ft.� Lo -- i�_.L 24� 382 27.5 428 Interpolation Permitted by _ 1 _ _�i-- ��_� 1_ 1 � � 3611 540_1 Mean Roof Height- 24.1 ft. > 15 'ift. Table 2.2A Footnote 6 does not apply T ' Reduce p - Load N /A d Unit U._I� - � -_ 27.5 ft. < � �- A Footnote 7 Building Width 30 Ift See Table 2 -- ---'- L. - g -T -- _T - - - �Connection Load - j ---_ _ _ - ---- Roof to 2nd Story Wall Conn J W ti hm 6 ft. of Corners = 428 p _ I JIB- _ - —� 1 }� �60.70 - I h Not wdhin 1 6 Ift. of Corners (Load) I 300 plf 1 1 -J2 Sto Wall 1stSto Wall --- Story Story Connection Load I See Table 2.2A Footnote 2 J Within 6 ft. of Corners - 428 plf- 66 plf = 362 plf - in 6 ft. of Comers = 300 If- 66 If = 234 plf �Not within P P - t Story Wall to Foundation Connection Load i See Table 2 2A Foo - - — -, - —- ---- tnote 2 ft. of Corners 4 Within 6 = _ -- -- 28 plf- 2 (66 plf) - -296 plf Not within 6 ft. of Corners = 1 300 plf 2 (66 plf) _ 168 plf 1 L A R S o N !OB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 6 OF 70 G E S 1 %r!4 Architects-Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U R P.O.Box 487•Williamsport,PA 17703-D487 CHECKED BY DATE r 'V✓J Phone(570)323-6603•FAX(570)323-9902 SCALE 1 Main House-Two Storyl _ _ I I -- I i II FCM �SBC (199-5)I- 2.2�.3Uplift ConnectionW — T Main House Connection Design (as a 2 Story ry Building, 7:12 Roof) J i I I 1 Connections to transfer uplift loads from the roof assembly to foundation must maintain - a continuous load path. Use structural connectors to provide the required Connection - +- 1 _ (Alternate connection methods may be used, if they are satisfactorily proven to resist the n I ed loads. I -- - -- -I 2_�calculat �-� Roof to 2nd Story Wall Connection (Truss Rafter to PIlate to Stud) II - 1 Connector: (S -i ---t( $-Tl Owi6 8d nails i-nlIItruss rafter,88d Structural ails n pate and 6) dasSd �I 1 n 1 1 (AllowableNote: Rafters and s8 ds lat 16 D.C. per Plans - - - - 1 F- — Reqd U) lift - 1 _-! - _ P I Maximum �- Provided I Load Spacing Spacing Within 6 'ft. o fCorners 7 428 If- 16 'in 16 in. Not 1 n� P Not�withIlin - 61 -'ft-. of Corners - 300 00 rtplf-- L23 I in 16 1 in. I I L il- 1 I - I i I I 1 - - - L -nl I I I I I I I 1 L A rz s o N joB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 7 OF 70 D E S 1 G N Architects•Engineers-SunI CALCULATED BY Deg DATE 1/17/2005 1 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY 'VVV DATE I'�' 00 Phone(570)323-6603•FAX(570)323-9902 SCALE 1 Main House-Two Story Uplift Connections (cont'dl WFCM - SBC (1995) 2.2.3 Main House Connection Design (as a 2 Story Building, 7:12 Roof)II 1 2nd St Wall to 1 st Story Wall Connection (Stud to Stud)-- Story ry _ ( ) - J I I _ -- --- - - - - USP Structural Connector RS200 (Clear Span + 19") stud). _ - I tor: rector: w/ 18 8d Halls (9 in each I L� II 1 I _ T~Allowable Load = 1015 Ib Ix 0.86 Species Factor 873 IibI,(S P-F) Reqd Uplift - JI - } I- P vlded Load S ac,n Spacing 1 - 6 I 362 If ! 29 in 16 line i 'Within ft. of Corners I p I —r II 1 -- iNotwithln 6 Ift. of Corners 234 Iplf 1 46 in. j 32 lin. -- I1 St Story Wall to Foundation Connection (Stud to Masonry/Concrete)! --- __ _ L 1 TConnector: SimpsonO _ —_ nn _ ( ) Ol stud i- I _ I L Connector MSTAM36 w/ 13 10d Wads In and 8 1/4 x 2 1/4 Titen masonry screws in foundation 1 T J Allowable L 1870 IbSPF _ - - J'I - I - 1 -I _- -, RegdUplift' Maximum Provided - - — - - Load - Spacing_ p g �Spaclng Within 6 ft. of Corners 296If 76 'in. 48 in. P 'Not within 6 !ft. of Corners 168 plf 134 lin. 48 lin. I Hurricane/Seismic Anchors — HC520, HCPRS, HHCP2, LFTA6, & RT series cont. 04 Typical LFTA6 Typical LFTA6 Typical RT3 Typical RT4 stud-to-plate truss-to-plate truss/rafter truss/rafter to installation installation to plate installation plate installation , uplift P/a' 3/e L1 ,' FI 0 Place strap I 13/5- so 9/e"so all nail L I x holes align F with rim foist. 33 2 . . 41/4" L2 I 1 V4' 'a o Typical LFTA6 stud-to-rim W \\ 2 joist installation LFTA6 RT3 RT4 yyy� Fastener Schedule'' Allowable Loads(Lbs.)' DF-L I SP S-P-F F1 F2 Uplift Fi F2 I Uplift USP Steel Truss/ 133%I 8d x 1.112' 133%11 1 Bd x 1.112- Stock No. Rei.No. Gauge Rafter Plate Stud 133% 160% 160% 133% 160% 133% 16 60%0-A 133% 160'/e 1 133% 160Y. 133'/. 160% RT6 HS24 18 (8)10d x 7-112 (6)10d x 1-12 735 885 800 630 665 585 665 630 690 690 520 620 480 575 RT15 Hi 18 (5)8d x 1-12 (5)8d -- 500 500 300 530 530 530 530 420 420 195 455 455 405 405-- ��, RT10 H2 18 (6)Bd (8)Bd (6)Bd 170 170 170 5&5 5S5 585 585 150 150 150 535 SBS_-495' - RT7 H2.51H5 18 (5)8d (5)Bit 170 170 170 585 585 585 585 150 150 150 535 585 495 --585- RT7A H2.5A 1 18 (5)8d (5)8d 200 20D 200 600 670 585 F670 170 170 170 535 640 495 590 RT3 H31H4 1 18 (4)Sol (4)8d -- 150 150 150 475 550 460 1 550 1 130 130 130 425 510 395 475 RTO H4 18 (4)8d (4)Bd -- 200 200 r 200 360 1 360 360 1 360 1 170 170 170 235 1 235 235 235 RTS' H5 20 (4)8dK(4) d == 255 255 160 475 495 460 495 215 215 140 350 365 350 365 RT12 H5A 18 (3)8d 130 130 130 355 425 355 425 90 90 90 320 385 295 355 LFTA6 H6 i6 (8)ad (8)8d 700 700 90 990 1190 915 1100 605 605 6D 855 1025 790 945 RT20 H7 16 (9)10d x 1-12 (9)tOd x 1-12 -- -- 1105 1200 1070 1200 -- -- 9501140890 1066 RTi6 H10 18 (8)Bd x1-112 645 645 650 9,% 1030 950 1030 545545 550 790 945 790 945 RT16.2 H10-2 18 (818d x 1-12 480 480 390 950 7020 950 1030 415 415 345 855 1025 790 945 HHCP2 HCP2 18 (10)10d x 1-112 -- 370 370 - 675 675 630 630 260 260 - 580 580 540 540HC520 GBC- 18 (6)Bd 410 410 450 515 515 515 515 355 355 390 445 445 445 445 HCPRS 18 [6) (6)8d 235 235 395 540 540 540 540 200 200 340 465 465 465 465 HCPRS3 78 ed (6)8d 540 540 540 540 - 465 465 465 465 HCPRS4 -- 18 -- 8d (6)Bit __ __ __ 540 540 540 540 __ __ __ 465 465 465 465 1)Allowable loads have been increased 33.113%or 60%for wind or seismic loads;no further increase shall be permitted. 2)8d common nails maybe substituted for 8d x 1-12 nails,and 10d common nails maybe substituted for 10d x 1-112 nails. 3)8d x 1-12 nails are 11 gauge(0.131"diameter)by 1-112"long. 4)10d x 1-112 nails are 9 gauge(0.148"diameter)by 1-112"long. 'J 5)Minimum nal penetration shall be 1-9116"for 8d nails and 1-314"for 10d nails. 6)RT4 was previously known as HCH18 stock number and RT5 was previously known as HCDP stock number. New products or updated product Information are designated In red. COf721IlUE!d on neXi PR9E! www.USPconnectors.com suwu.l Connectors- e-mail: infoCUSPconnectors.com } ®Copyright 2004 Untied Steel Products Company GSP944-041 • • Strapping CMST • series cont. Rim Joist Installation INailk Allowable Loads (Lbs,)''s USP Steel Coll End Spacing Uplift Stock No, Ref.No. Gauge Length Cut Length Length O.C. 133% 160% 5050 5050 Clear Span+50' 25" 1-12" CMSTC76 CMSTCI6 16 51' 3790 3790 Clear Span+98" 49- 3" 5050 5050 3790 3790 3�� Q4) 1d 6905 6905 11/2" Clear Span+68" 34' 1-314' (56)16d 5180 5180 IF CMST14 CMST14 14 52-12' Clear Span+156' 78" 3-12" (88) 10d 6905 6905 1" (56)10d 5180 5180 1d 6905 6985 (5 10d Clear Span+310' 155- 7" ((56)10d 5180 5180 0 ( Clear Span+9D" 45" 1-314- (76) td 9670 9670 c (76)16d 7250 7250 ( _ (88)( 9670 9670 13/"" O CMST12 CMST12 12 40' Clear Span+210" 105' 3-112 (86)10d Oct 7250 7250 (116) 10d 9670 9670 O Clear Span+416' 208- 7" (88)10d 7250 7250(12)10d 835 S35 o . Clear Span+12" 6" 1-112 (10)1 d 625 625 O R5300 C522 22 300' Clear Span 6-112- 1-12' (14 ad 635 835 O � (10)—ad 625 625 3Vz' O 910 Clear Span 6-112" 1-12" (14)1d 1010 755 RS250 CS20 20 250' ((18 iDd 01 01 I a Clear Span 8" 1-112- (18)8d 755 755 0..... (14)ed 755 755 Clear Span+16' 8" 1-112- (20)10d 1355 1355 RS200 CS18 18 2DO' (14)10d 1015 1015 !, . Clear Span+19. 9-112' 1-12' (18)d 1355 1355 CMST (18)ed 1015 01 , (14)10d 1355 Clear Span+16. 8" 1-12' (iQ 10d 1015 1015 RS100 CS185 18 100' 1 Va` Clear Span+19' 9-112" 142- (22)8d 1355 1355 (18)Bit 1015 1015 Clear Span+19' 9-112" 1-12' 1d (24)10d 1700 1700 V2' RS750 C516 16 150' (18) . 1275 1275 Clear Span+24" 12" 1-112- (28)8d 1700 1700 —i (22)8d 1275 1275 Clear Span+12" 6" 1-112- (12)Ind 835 835 RS22-R CS22-R 22 25' (10)tOd 625 625 Clear Span+13- 6-112- 1-112" (14)8d 835 835 ,le (10)8d 625 625 (14)1d 1010 1010 2t/y' Clear Span+13- 6112' 1-112' 1 V2' (12)10d 755 755 RS20-R CS20-R 20 25' (18)Bid 1010 1010 Clear Span+16" B- 1-112" (14)8d 755 755 (20)iDd 1355 1355 p Clear Span+16. 8" 1-112' R518-R CS18-R 18 25' (14)104 1015 1015 Clear Span+79" 9-1/2' 1-12' (22)84 1355 1355 o (18)Bit 1015 1015 (24)14 - 1700 1700 0 Clear Span.79" 9-112- i-12" (16)lod 1275 1275 - R516-R CS16-R 16 25' Clear Span+24" 12' 1.72. (26)8d 1700 1700 (zz)ed 1z7s 1z7s 2" 1) 1)Allowable loads have been increased 33.13%or 60%for wind or seismic loads;no further increase shall be permitted. 3" o 2)Total quantity of nails to be installed with equal fasteners on each side of the connection. 3)16d sinker nails may be substituted for 10d nails with no load reduction. 4)Minimum header thickness shall be 1-9116'for 8d nails,1.314"for Intl nails,and 1.15116"for 16d nails. s)Products listed without an additional shaded row are not governed by steel stress. Values represent loads which do not include a stress Increase on the steel calculations. - r, See Allowable Stress Increase Design Values section on pane 11. New products or updated product information are designated in red. CMSTC16 RS www.USPconnectors.com .-[ c°�nect°rr' e-mail: info@USPconnectors.com "� mc�„�dnnr Dona i mnAn crPPi omn,�m comoanv 11SP94d.n41 HURRICANE TIES The HM9 is designed to retrofit roof truss/rafters for block construction.The HM9 hurricane tie provides high uplift and lateral capacity using Simpson concrete fasteners. The presloped 5.12 seat of the H16 provides for a tight fit and reduced deflection The strap length provides for various truss height a up to a maximum of 13'k" Minimum heel height for 1176 series is 4". a / HGAM10 ' MATERIAL:See table o o ` m, 6,/. 3, mil 11 \m FINISH:Galvanized;other models available in stainless steel or Z-MAX; HM9 see Corrosion-Resistance,page 5. a - INSTALLATION:•Use all specified fasteners.See General Notes. ;' ";g;. •HGAM10 can be installed into grouted concrete block.Screws are provided. a •Hurricane Ties do not replace solid blocking. c' •Attach to grouted concrete block. 5' CODES:See page 10 for Code Listing Key Chart. ' Fasteners Doug-Fir Larch/So.Pine Spruce-Pine-Fir Allowable Loads' Allowable Loads'Uplift ca—t MNo. Ga W L To To To AvgUplift' (133/100)Lateral UPIiO (33/160) CodeRed Rafters/ CMU Concrete' (133) (160) F, Fz (133) (160) F, Fz HM9KTe 18 1Wie 61/. 4-SDSV4x1'k 514 x2'ATiten 5-1/WS/4 Titen 1987 595 595 425 200 595 595 425 200 160 HGAMIOKTA" 14 — — 4-SDS14x11k 4-1/.x2-/.Titen 4-1.x13/4 Titan 2625 850 850 10051105 850 850 870 815 ' H76 18 1% 18'/4 2-10dx1b4 6'/4x2Y.Titen 6-'/.x1'/.Titen 4582 1470 1470 — = 1265 1265 = _ 11765 18 1s/e 11"A6 2-10dx11z 6'/4x2V.Titan 6-1axl e/.Titan 4582 1470 1470 — 1265 1265 160 H16-2 18 3Y. 183/. 2-10dx1'fe 6-Y.x2'/.Tile 6-'/.xis Titan 4582 1470 1470 1265 —1116-2S _T1/7x21/4 18 3V. ill's 2-1Odxtth 6-Y x2la Titan 6-'4x13/4 Titan 4582 1470 1470 — 1265 1265 — — 1.Loads have been increased 33%and 60%for earthquake or wind loading with no further increase allowed;reduce where other loads govern. 2.Allowable loads are for one anchor.A minimum ratter thickness of 2'h'must be used when framing anchors 1 s/e"�� �r Presloped at are installed on each side of the joist and on the same side of the plate. 5:12.Pitch of 3.The HM9KT and HGAMI OKTA are sold with SDS and Titen screws. 3:12 to 7:12 4.Uplift loads for HGAM10KTA refer to CMU application only.Contact Simpson for uplift loads when attached to concrete. is acceptable G^ © HGAM10 Installed O into Masonry H16S Installed Moisture MYISNR F °yam carrier oamsr H76 of snows Into not shown ssY , ® ° n (1116-2 Masonry - u` -o.o. rn similar) to v' /r V asa lbs. © HM9 Attaching Truss to Masonry STRAP MST N 1 ��i o l<w. MSTAM and MSTCM models are designed for wood to masonry applications. ' - The MSTC series has countersunk nail slots for a lower nailing profile.Coined edges ensure safer handling. o FINISH:Galvanized.Some products are available in stainless steel or Z-MAX;see Corrosion-Resistance,page 5. INSTALLATION: •Use all specified fasteners.See General Notes. - y •Attach to grouted concrete block. CODES:See page 10 for Code Listing Key Chart. Masonry Application Allowable Tension Loads Model 6a Dimensions Fasteners(Total) OF LP SPF/HF Code ' No. Ref. ttn W L Nails CMU Concrete (133) (160) (133) (160) MSTAM24 18 1Y. 24 9-10d 5-Mx2Y.Titen 5-V4x1a/.Titan 1465 1500 1270 1500 •�� MSTAM36 16 11. 36 13-10d 8-1/,2V4Titen i 8-14x13A Titan 1870 1870 1870 160 ' MSTCM41 16 3 40'4 26-16d sinkers 14-Y.x2'/.Titers 14-t1 xl°A Titers 4250 4250 3745 4250 .. 11oads include a 33%at 60%load duration increase on the fasteners for seismic or wind 2.Minimum edge distance 11i' loading,but DO NOT include a 33%stress increase on the steel capacity.Refer to page using Titan screws. o 12 for furtherexplanallon. ' Floor-to-Floor Clear Span Table Allowable Loads Typical MSTAM36 _•4'�` Model Clear Fasteners (Total) (OF/SP) SPFMF Code Installation No. Span Ref. Nails CMU Concrete (133) (160) (133) (160) ' MSTAM36 16 or 18 8-10d I 4-14x2Y4Tdeo I 4-1Ax13/4Titen 1335 1600 1150 1380 a'r 17O 128 MSTCM40 16 or 18 14-16d Sinkers I 10-14x2V<Titers I 10-t/4x13/.Titen 2335 2800 2015 2420 MSTAM36 ' L A R S O N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 8 OF 70 < 0 E 5 1 %r�4 Architects•Engineers•Surveyors CALCULATED BY DATE 1/17/2005 G ' 2 U P P.O.Box 487-Williamsport,PA 17703-0467 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main � I i H— use-Two Sto Uplift Connections (cont'd) WFCM - SBC (1995)2.2.3 Check Tensile Strength of Studs to Transfer Uplift Loads - ��� 1 'Assume 2"x 6" Spruce-Pine-Fir Studs T'I r - Nominal Tensile Stress--- — _ - --' -' -- 1 I I - FI= 350 psi ANSI/AF&PA NDS (1997)Table 4AI; ' Load Duration Factor 1- CD= 1.6 1 'ANSI/AF&PA NDS (1997)Table 2.3.2 _ - t Size Factor - '- -- T ' I- I ',�- ANSI /AF&P97) 2 4 3 -I Allowable Tensile Stress I ! I IA NDS (19-- - -- _ (t Ft CD CF 5ANSI_ p _ Table 2.3.1 F - /AF&PA NDS (1997)AF& Stud — -- � �-- LNeTrea of 1 A 8.25in Allowable Tensile Load ---L - -- Fit. Ft A = 0 Ib > 1870 lb I OK - -- - - - - --t - — -- -- - f I I _ I ' III�I I I -_ r L v R S o N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 9 OF 70 Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE r Main House lI-Two Story, Shear Connections I � WFCM- SBC (1995)2.2.2 -III Maim House Loads (as a 2 Story Building, 7:12 Roof) 1 Roof Pitch = 7. 2 r -- + - p �.5 ft Roof Span - 27 . ' 'FastestMile -Wind ( ) --T I 100 'mph RCNYS 2002 Table R301 2 13 T Unit LateralT� � 1 �- _ _ - from Wind - + Load fro - ' __.L �Perpend lar to Ridge-- -- -,I WFCT(11995)Table 2 Roof Diaphragm t p agm Load I i I i I - -' Span (ft.) 'Load (plf) T 241 260 7.5 279 Interpolation - I Inte p Permitted by 2 1.4 I� ' 1 T361 325 i i --- - - --- J - - Floor rP Diaphragm Load - 85 plf Wall Height Ilft III < 0 ft. J �'Se Table 2.513 Footnote 2 )! - IIncreased Roof Diaphragm Load - - - - ',L125 (Load) - 314 I — 1 - 5 (Load)- 321 IncreasedDiaphragm Load --;I - Floor 1.12 - Mean Roof Height - 15- ft. lTable 2.5B Foot - L- i � 7 �- -', note 3 N /A Red-uced Roof Diaphragm Load N /A - - � Reduced Floor Diaphragm Load = N /A I I L A rz s o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 10 OF 70 E:) E S I G P4 Architects•Engineers•Surveyors CALCULATED BY Deg DATE ,1/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY t/ DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Story J- 1-- --- I I T-- Shear Connections (cont'd) WFCM -SBC (1995) 2.2.2 Parallel to Ride 1 WFCM - SBC 1995 Table 2.5C 9 ( ) ' h Roof Diaphragm Loa - — dI I I I Span (ft.) Load (plf) - -- --- - — 170 24 � I I 27. :Interpolation- 36 y 2 1 4 2�- - - -- Permitted b 'Floor Diaphragm Load = 205 plf I - 9 ---{- - —�=See Table 2.5C Foo -' - L I Wall Hei ht- 9 ft. < 10 ft T Footnote 2 ' - Increased Roof Diaphragm Dia hra m Load 11.125 (Load) 201 I II 1 Increased Floor Diaphragm Load = ,1.125 (Load)= 231 - — --- Roof Height= 24.1 ft. > 15 'ft. Table 2.5C Footnote 1 I I I Mean R � � N / - Reduced Roof Diaphragm Load - N/A IJ- _ I 1 - Reduced Floor DiaphragmILoad N /A - i - _ _ T ---T-7 _.— ; I I L sa R S o N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 11 OF 70 D E S I C,—%�N4 Architects•Engineers•Survevors CALCULATED BY Deg DATE 11/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY � DATE ��✓'�' V✓! Phone(570)323-6603•FAX(570)323-9902 SCALE Main House Two Story' Shear ConnectionsCM (conYd��I - - �- WF - SBC (1995)2.2.2 � I Total Shear Capacity Requirements ! WFCM -SBC (1995)Table 2.5A: i Main House (as 2 Story Buildinl 7:12 Roo ( rY 9, O I I -I W I I Imo_ I _ Wind Perpendicular to Ridge P _ ' w �I � - - -I --- '-- -=-- roof 314 plfL Iw - 3, Floor 21P If T I I�'ft. II I ii I L I -- _.-- - I L JI – roo _– 18830 —__ f— roof -- V -w xL - ' -- - ,�-- - —r-- - - -- Vnoor=wFloor x L = 19238 'Ib I I I ( I Wind Parallel to Ridge wroot 2 - - -- - - 01 plfJ i ._ - -- Wfloo A- ISP.—IIS 31 If B =1 27.5 ft. I ' �.�_''—I J Vr�B� 5530 Ilb V w x B - 6342 I Ib I Floor Floor 111 i i I II ' -- - - -- - - __ I L sa R S O N JOB Apex Homes, Inc. QN-12412 /NY LDG: 6314-008 SHEET NO. 12 OF 70 E> E 5 I %F!4 Architects•Engineers•Surveyors CALCULATED BY Deg DATE /17/2005 ' G R O P —j r P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY �!j�dl� DATE I� �✓✓ Phone(570)323-6603•FAX(570)323-9902 SCALE Main House -Two Story! - --i-7 Shear Connections (cont'dl WFCM -SBC (1995) 2.2.2 1 - � I i l Shearwall Unit Shear Capacity Requirements WFCM -SBC (1995)Table 2.5A' I I Main House (as a 2 Story Building, 7:12 Roof) r'I ' I - - n III Wind Perpendicular to Ridge - 2nd Storyall Sh�rwall Supports Roof & T - -� iWall Length lAvailable for Full Heig�e�g-L + � Blefl- 27.5 �ft. - 1 I 1f - � I Begnl= 27.5 ft. Shearwall Unit Shear Capacity _ I L - �- - - - vwall left=Vroof/2 B1efl ---- 342- plf -- _ -I-- wan right- roof right 342 plf v -V /2B 1st Sto Wal�earwall Supports Roof Ceiling & On -- -- - ' - Wall Length Available for Full Height 9Sheathing Bled-_ 21.8 ft- - � .... -- Bright 22.8 1Ift- T t I - Shearwall Unit Shear Capacity - - -- II uwall left = (Vroof+Vfloor)/2 Blefl = ' 873 I plf i 835 plf vwan right= (Vmot * Vfloor)/2 Bright= -- —L--- L A R S ON JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 13 OF 70 ' C E S I R O U%N4P Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G U �� nn P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY "INV DATE � (r1/ • (�� Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Story' I !Shear Connections (cont'd�) 1995)2.2.2WFBC ( T Sh arwall Unit Shear Capacity Requirements WFCM -SBC (1995)Table 2.5A II Main HouseSto as a 2 , 7:12 Roo ( Story Building, f) I ' Win d Parallel to Ridge it I � 2nd Story Wall (Shearwall Supports Roof& Ceiling) _ Wall Length Available for Full Height Sheathing T- - -'— —I Lfrom= 38.4 'ft. , II I Lrear= 43.$ —i I--- ---1— '—�— - '--- — —I ,1-- ' - I� __LShearwall Unit Shear Capacity f� I I II I I _ Valltront Vrooti-/i L — trnt ywall1re�r i f/2 L�I 63 pI� 1st Story Wall (SheaTrwall Supports Roof, Ceiling & One Floor) ' - WalILenLength Availab1lI e for Ful Height Sheathing - -i - -- - - Lftnt= 37.4 1 - I'— -- I j i ft _ Lrear 39.1 ft. iShearwall Unit Shear Capacity V +V )/2 L�159�� I� ' I I wall front— roof floor front p ' v = (VI + V )/2L 152 plf i wall rear roof floor rear �_- I L A R S o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 14 OF 70 E S 1 %NI Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1117/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE r r Phone(570)323-6603•FAX(570)323-9902 SCALE ' Main House-Two Story Shearwall Desilgn WFCM SBC (11995)2.4.4.2 L_ Shear Capacity of Shearwall Assembly WFCM - SBC (1995) Supplement Table 313 IT i I # - ��lFraming Species Specific Gravity G— I - I 0.42 I I � 1 � ' Main House, I��__�� 2nd Story and Rear Wall - Front _ 1 7/16"OSB w/8d nails @ 6"0c. panel edge nailing (exterior) - - I lated V 230 IfTI I -� — � vs = 1.40 (Tab. Value) _J 322 plf III See Supplement Table 3B Footnote 1 1/2" GWB w/ 1 1/4" Type' all screws @ 4" o.c °r l Co o er ails in accordance with 2306.4 5) - - vsrPlf�-� T Shear Capacity of Shearwall Assembly I v + s _ 322 plf 0 I 'j 322 Iplf > I 72 plf OKE �� Main House-2nd Story Wall L��ghtll_- T l 7/16" OSB w/8d nails @ 4" D.C. panel edge nailing (exterior) — I _ J I -f Tabulated Value = j 350plf - - ! - v 1.4040 (T�) J 4 !See �- -- �;-- ' 90 plf Supplement Table 36 Footnote 1 I 1/2GWB ' w/ 1 1/4 all screws 4" In erior) (Com n Pr Na s in accordance with . 2306.4.5) vs= 0 plf Shear Capacity of ShearwallAssembly — ---- T — I I , + 0 If- 4-9-0- I PIf > 342 plf OKIvs 490 If - I I I I L A rz 5 o N joB Apex Homes, Inc. QN-12412 /NY LDG: 6314-008 SHEET NO. 15 OF 70 E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE1/17/2005 = ' G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Q Phone(570)3236603•FAX(570)323-9902 SCALE ' Main House -Two Story _I �� — -- -�— — - �J - Shearwall Design i WFCM - SBC (1995)2.4.4.2, j Shear Capacity of Shearwall Assembly WFCM -SBC (1995) Supplement Table 3B Framing Species Specific Gravity l 0.42 Mails tryJ--I _L. l.. I 1 ' + n House- 1 st Story Wall - Front and Rear —' 7/16" OSB w/8d nails naiIs @ 6- o.c_P panel edge nailing (exterior) 230IPIfTabulateValue _-.. -1 , - - - - i- -- - — - - ' vs= 1.40(Tab. Value)= 322 p f See Supplement Table 3B Footnote I 1/2" GWB w/ 1 - �s 4„ o . panel edge 1 . ' (Comparable to 5d Cooler Nails in accordance with 306.4.5) V,= �, 0 plf -' Sp wall Assembly hear is acity of Shear- Ivs 322 ,, 1-If + 0 If 322 If > 159 plf OK'I l - Ri ht Main House_- 1st StoryWal Left and g J_ -- F-17 - ' -II 7/16" OSB w/8d nails @ 2"D.C. panel edge nailing (exterior) (Provide 3" (nom.)framing at adjoining panel edges and stagger nails) b ate d Value = I 585 plf vs 1.40(Tab. Value) _ 819 I 'ISee Supplement Table 3B Footnote 1 1/2"GWB w/ 1 1/4"Type S or W#6 drywall screws @ 4' D.C. panel edge (interior) 1 ' 1 (Comparable to 5d Cooler Nails in accordance with BCNYS (2002)Tbl. 2306.4.5) - _ h 125 'plf — _ - hear Capacity of Sheanvall Assembly _ 1 819 plf + 125 PIf 44 Ipif > _ 873 Pf OKI j ' L A rz s o N joB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 16 OF 70 C E R O U P S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G q� P.O.Boz 487•Williamsport,PA 17703-0487 CHECKED BY / DATE �' !/!/'W✓ Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Story! - _ II Shearwall Design (cont'd) WFCM -SBC (1995) 2.4.4.2 Required Length for Type II Wall IIDesign I I ' I I _ - Main House as a 2 Story Building, 7:12 Roo ( rY 9, � I I I 1 1 I Wind Perpendicular to Ridge ! i I X11 I 12nd Story Wall (Shearw_all Supports Roof& Ceiling) I I II I I i Total Shear - Umof- 18830 Ib I iShear Capacity of Shearwall Assembly I I �— vs= 490 plf -��---�� -- ---�- � �-� - l�l_ III Minimum Length to Resist Shear Force I I _ L min Vroaf/2 vs = 19.2 '.ft. Li (1st Story Wall (Shearwall Supp Roof,oof Ceiling & One Floor) - --- - Total Shear Vroof+Vflggr= 1 38067 Ib-i -- --I - J 'Shear Capacity of Sheaembly IV, 9414 944 plf I I I I Minimum Length to Resist Shear Force II II II I / v 20.2 ! -- (-min —Vroof V floo2 r s — 1 L A R S O N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET N0. 17 OF 7O D E S I %N4 Architects•Engineers•Survevors CALCULATED BY Deg DATE 1/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE 1 Main House-Two Story 1 !Shearwall Design (cont'd) WFCM -SBC (1995) 2.4.4.2 Required Length for Type II Wall Design 1 a 2 Story Building, 7:12 Roo Main House as _ _- 1 - Wind Parallel to Ridge 2nd Story Wall Shea wall Su orts _ _ ry ( PP Roof& C ) Bilin -- 9 I ' ;Total Sheari --- �Vroof= c 5530-'I lb — � - - - - - 1 Shear Capacity of Sheanvall Assembly I I I -1 vs = 322 'plf I Minimum Length to Resist Shear1 Force Lmin =Vroor/2 vs= 8.6 ft — - 1 l I L �rwa�Supports Roof Ceil Floor). 1st Wal Sha PP 9 _. _ Total Shear + ._flg r= Vroor V o 11872 Ib Shear Capacity p city of Shearwall Assembly ! Iplf 322 ' - — �-- IIII --m - �- - I I I I Minimum Length to Resist Shear Force I Lmm =Vroof+VFloor/2 Vs=' 18.4 ft. ✓I I' T i - -- L ^ R S o N joB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 18 OF 70 E S I (-I-%rN Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE W' ✓✓ Phone(570)323-6603•FAX(570)323-9902 SCALE ' Main House -Two Storyl, WFCM -SBC (1995)2.4.4.2 Shearwall Design Icont'd) - - Requiredl Length for Type II Wall De sign — I I I Percent Full Height Sheathing I � Main House ( Story Building,a 2 Sto B ildin , 7:12 Roof) � I I I Wind Parallel to Ridge - - —��. 2nd' Story Wall (8ft. Wall) - T— I �j 'oo front=11 644 / I reg[ /o o - 73 I ': ' _ � � � I - II 1st Story Wall (9ft. Wall)I I_ y _ -— - - _ A 1_ %font- 62t /o rear- 65 Wind Perpendicularto Ridge Story 2nd IWallWall) ry— (8ft. left 100 i-- I I % light 100 1 st Story Wall (9ft. Wall)I —'I % left- 79 T-/ ----- ' L A R s o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 19 OF 70 Architects•Engineers•Survevors CALCULATED BY Deg DATE 1/17/2005 G O R U R y P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE I (/✓! Phone(570)323-6603•FAX(570)323-9902 SCALE ' Main House-Two Storyl - WFCM - SBC 1995 2.4.4 2 Shearwall Design (cont'dlL- - I- ( )_ ',Required Length for Type II WallDesign - � Maximum Unrestrained OpeningHeight i Main House as a 2 StoryBuildng) �� I Wind Parallel to Ridge19) - �1 2nd Story Wall (8ft.JWall)-- 1 lH front= _- 83.8 iln. 698 FL i1_ - - 65.25 in. 5 44 Ft. -- - Fire.,— Story Wall (9ft. Wall) J J 1st Sto J _ -_L H front 82.5 In - I H rear= 82.5 in. 6.86.8 F I I r oRidge Wind Per e dd cu aRld e --� 2nd Story Wall-(8ftWall)- Hlea= 0 n. —�_ H right_ 0 in. 0.00 F ---- --I'- Ll � � 1 - Wall 9ft. Wall' — 1 st Story ( -- ) - — +- -- ---;--t - ; � H lea- 69.25 I in � - 5.77 Ft. H ,;ght 8 -- L5 in. 6.79 Ft. I Ij I ' L sa R S o r J JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 20 OF 70 ' O E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P y DATE P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY Phone(570)323-6603•FAX(570)323-9902 SCALE ' Main House--Two Story' II Shearwall Design (cont'dl WFCM -SBC (1995) 2.4.4 2!I Required Length for Type II Wall Design ! BC 1995 Table 3.1 fi ' Type II Length Increase Factor WFCM S ( ) 4- Main l TT - I J Main House (as!a 2 Story Building) ! 4-L ;Wind Perpendicular to Ridge t 2nd Story Wall (8ft. Wall) 11 I � I! li -- g/_g\ H 0.00 0.00 2.67 1.0 1 } - 75 0 1.00 ' 100 1.00 1.00 1.00 Interpolation Permitted 100 ` 1.00 !I 1.00 1.00 - g 1 0.00 0.00 3.00 /o1H i 751 1 1.00 1.00 - 1.00 1.00 L 1.00 i Inteirpolation ermitte F d 1.00 L00 F 0 - -- --- II�' 1 Wall ft. Wall)I _ Ili L 1 T - - �%\H 4.5� 577 6.00 1 - } - -L-_ 4 7� 1.09 '` 1.14 _ I 791 1.07- 1.11 1.12 Interpolation Permitted �I _ - 100 1.00 1.00 p �Fl - l --- 1 -� _ -- o\H 600 679 7.50 o F - - - _ - 75 1.14 1.18 83 1.10 1.11 1.12 Interpolation Permitted 100 1.00 1.00 Fright I i � - I- ' L ^ RS O N 1oB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 21 OF 70 1 C> E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P P.O.Box 467•Williamsport,PA 17703-0467 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE 1 Main House-Two Story -- Shearwall Design (cont'd) WFCM - SBC (1995)2.4.4.2' --1 Ill Required Length for Type II Wall Design 1 Type II Length Increase Factor WFCM -SBC (19951)Table 3.16 1 - - Main House (as a 2 Story Building) WindParallel toRidge - - -- - -- - -- - -_�ll Ji 2nd_Story Wall (8ft. Wall) 1 %\ H 6.67 6.98 8.00 I 50 1.43 1.50 -�1-�- 1 641 1.29 1.30 1.33 Interpolation Permitted L - 75 1.18 1.20 Ffront= 1.30 i �%\ - H 5.33 5.44 6.67 50 1.16 43 1.16 1.20 133 Interpolation p Permitted I -� �- -- 75 1.14 1.18 rea I LF i 1.16 1_.. 1st Story Wall (9ft. Wall) %\ H 6.00 6.88 7.50 1 1 1.33 1.43 � -- -- -- 11 I I 50 1 _ 82 1.24 1.28 J 1.31 Interpolation Permitted 75 1.14 1.18 Ffront= 11.2 II�� -- - �%\IH 6.00 6.88 -7.50 - - - J -- 50 1.33 1.43 7 rear= _. . ....._ 1 - ss. 1.22 125 1.28 Interpolation Permitted 1 1.14 1.18 F 1.25 I - - - - I L A R S o N .1oB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 22 OF 70 ' E> E S 1 %rN Architects•Engineers•Surveyors CALCULATED BY Deg DATE /17/2005 G R O U R 21 tOV? P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE ' Main House-Two Story Shearwall Design (cont'd) �-�- i � WFCM- SBC (1995)2.4.4.2 11 Required Length for Type II Wall Design _ L= Lmin x Type II Length Increase Factor -- j 7- �7 �- Main House (as a 2 Story Building) 7-1 el to Ridge- Wind Parall I i 2nd Story Wall (Sft. Wall) L - 8.6 ft. x 1.30 }= 11.2 ft. - - I I i front- < 38.4 eft. OK, ' - Lrear= 8.6 ft. X 1.16 = 10.0 ft < 43.8 ft. OK ' - 1st Story Wall (8ft. Wall)I, - _--- - _ y _ L - 18.4 x ! 1.28 - 23.5 37.4 I front ft i I ft. ft. OK L = 18.4 ft. x 1.25 - 23.1 ft. < 39.1 ft. OK I -rear i _ Win d Perpendicular to Ride 2nd Story Wall (Sft. Wall) I _ � II �LIeH= -19.2 ft. x 1.00 = 19.2 ft. < 27.5 :ft. OKiI I ! I I- = 19.2 - _-I 1.00 = 19.2 < 27� r, nt � ft. x ft. 5 ft. OK 1st Story Wall (9ft. Wall) - -- _L left= 20.2 ft. X 1.11 22.4 ft. > 21.8 ft. ING - - Ld9ht- 20.2 ft. x ! 1.11 22.4 ft. I < ! 22.8 ift. !OK ' Use Type I Wall at 1st Story- Left Wall!! L A R S o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 23 OF 70 ' E�, E S 1 %rN Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-D487 CHECKED BY DATE I Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Story 1 Overturning Connections L 1 WFCM SBC (995)2.2 Required Holddown Capacity 9 P Y i — i , I I T-vs x h WFCM - SBC (1995) Figure 2.2d 2nd Floor 2nd Sto Module to 1st StoryModule- Front and Rear Walls) 1 r I _ @ ( rY �T= 322iplf' x 8.0 ft. 2576lb Use USP Holddown TDX2 w/(2) 5/8"dia. Bolts in each 2"x 6" Double Stud ' and (1) 5/8"dia. Threaded Rod (3330 to x 0.86 Species Factor= 2864 Ib Allowable Load) @ 2nd Floor(2nd Story Module to 1 st Story Module- Left and Right Walls) ' -I 490 pif x 8.0 1ft. = 3920 ,Ib Ld1 - o Use USP Hlddown TDX6 w/(2)7/8" dia. Bolts in each 2"x 6" Double_ T _ - - L I Stud O and dia. aded RodL (535 Ibx0 8g Species Ib Allowabll e Load) - i ' 1 st Floor'@ ( Foundation - Left and Right Walls Only) 1st Story Module to - -� T 944 plf x 9.0 'ft. = 8496 'lb - _ 1 i hUse USP Holddown TDX10 w/(4) 7/8"dia. Bolts in 2"x6"Triple Stud 'and (1) 7/8"dia. Anchor Bolt embedded 12" into Concrete Foundation OR 15' into Masonry in accordance with WFCM 3.2.1.7. (1 6 Ib x 0.86 Species Factor= 9339 Ib Allowable Load) { J @ 1st Floor (1st Story Module to Foundation - Front and Rear Walls) — T=I 322 plf'1 x 9.0 ft. _ 2898 Ib � �- - -- — Use USP HolddownTDX5 w/(2)13/4" dia. Bolts in 2"x6" Double Stud and (1)3/4" dia.Anchor Bolt embedded 12" into Concrete Foundation _ _ OR 15" into Masonry in accordance with WFCM 3.2.1.7. � ' Load),-- 1 (4435 Ib x 0.86 Species Factor-- 3814 Ib Allow-able �� • • • Uee bearing plates/ Threaded rod between nut and stud �I Wall stud —� Q tTypical TDX6 4 installation End distance c H Holdown installation between floors y End �I D y Bolts must be ordered separately. {i/,Am See page 22 for available sizes. TDX6 Dimensions Bolt Schedule4 Allowable Loads(Lbs.1x' ToTo Minimum Length of Bok In Vertical Member Deflection Stud Sill Plate Required 1.111- 3- 1112- 1 5712- 1112- at 133% Bolt Allowable t USP Steel Anchor End Distances Division n Loads esign Stock No. Ref.No. Gauge W H D CL Bolts Bolts 133% 160% 13W. 160% 133% 160% 733'/. 16009. 91 TD2 HD2 7 2-318 5-314 2-314 1-12 (2)5/8 (1)5/8 4-12 1615 1 1940 2860 1 3435 2860 3430 2850 3415 1035 0.069 TD5 HD5 7 2-7/8 6.318 1112 2-118 (2)3/4 (1)3/4 5.1/4 1920 2305 3755 4180 4090 4180 4070 4180 1 1540 0.101 TD6 HD6 3 3 12-3/8 3-114 1-314 (3)314 (1)1 5-114 2855 3430 5545 6655 6135 6720 6140 6720 -- 0.083 TD7 HD7 3 3-112 11-314 13/4 2.118 (3)718 (1)1-118 6-118 3215 3860 6360 7600 7465 7600 7600 7600 5600 0.098 TD9 HD9 3 112 1612 4.1/4 2.118 (3)1 (1)1.118 7 3545 4255 7165 85951 8435 10125 10485 10485 6325 0.078 TD12 HD12 3 1112 20-12 4.1/4 2-118 (4)1 (1)1-118 7 4150 4980 8955 10745 10680 12815 13260 13250 6960 0.113 TD15 H015 3 3-1/2 25 4-3/8 2-1/8 (5)1 (1)1-1/4 7 4515 5420 10340 12410 12495 14995 16590 19910 7020 0.075 -�� TDX211 HD2A 12 2-1/16 61/8 2-3/4 1-12 (2)5/8 (1)518 4.12 1550 1860 2775 2770 3325 2765 3315 745 0.1 D4 TDX511.12 HD5A 10 2-12 9-318 3-718 2-1/16 (2)3/4 (1)314 5114 1875 2250 3695 4435 4000 48DD 3980 4775 1085 0.083 TDX6 HD6A 7 112 11-1/8 1314 2 (2)718 (1)7/8 61/8 2215 12660 4365 235 5100 6120 5525 6630 1500 0.051 TDX6 HDBA. 7 3-1/2 14-5/8 3,14 2 (3)718 (1)7/8 6118 3095 3715 6390 762 , 7530 9035 8095 9710 2350 0.077 TDX10 HD10A 7 3-112 161/8 1314 2 (4)718 (1)718 6-118 3740 4490 8185 '9820 9740 10380 10660 2275 0.095 TDX14° HD14A 3 112 2NI2 3-5/8 2.1/8 (4)l (1)1 7 4190 50317 9090 10215 10&151%1113570,15635 --Fr_0.113 TDX201a HD20A 3 4-314 20.3/4 4-1/4 2-3/8 (4)l (1)1-714 7 4515 5785 9475 10215 1=113165113555115635 3350 0.107 1)Allowable loads shown are for single shear connections and may be doubled for back-to-back installations.The designer must verify post and anchor bolt capacities. 2)Allowable loads have been increased 31113%or 60%for wind or seismic loads;no further increase shall be permitted. 3)The designer must specify stud or post to resist published load values. 4)The designer must specify anchor bolt type,length,and embedment. 5)All models may be installed with greater than the required anchor end distance with no Chad load reduction. 6)Defections are derived from static,monotonic load tests of devices connected to DF-L wood members with specified fasteners. 7)The designer stall Consider the effect of compression,hearing,tension,and Combined bending due to device eccentricity when applicable. 8)Division 91 bads may be required in City of los Angeles area only. 9)Division 91 loads per City of Los Angeles PIBC 2001-71,effective 6-21-01. 101 Holdowns mised off of the sill plate may have higher defection values. 1 11)TDX5 may be installed to a 5/8-anchor bolt with no reduction in load,provided a standard washer is used under the nuL 12)These stock numbers were previously known as ADS models. New products or updated product information are designated in red. Fill www.USPconnectors.com v 1,2V . 00 st Connectors- e-mail: metmn- e-mail: info@USPconnectors.com p 1 ®Copyright 2004 United Steel Products Company USP944-041 1 ' L A R S o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 24 OF 70 ' E 5 I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Storyl Overturning Connections (cont'd) WFCM -SBC (11995)2.2.4 Li - � I I Check Tensile Strength of Studs to Transfer Overturning Loads (Second Story-All Walls and First Story- Front and Rear Walls) Assume 2"x 6" Spruce-Pine-Fir Double Studs j Nominal Tensile Stress Ft= 350 psi ANSI/AF&PA NDS (1997)Table 4A LLoad Duration Factor I ICD= 1.6 ANSI /AF&PA NDS (1997)Table 2.3.2 -- T Size Factor] I � -- — -- - i iCF - 1.0 IANSI/AF&PA NDS 1997 4.3.2 IA�le Tensile Stress -�- L - I Fr FtCoCFPAN ' C I560p Si SI /AF&PA NDS (1997)Table 2.3.1 r _ ; Net Area of Stud - — - --- Are I � ) —�� --- - = J J I -,-- - -` 2 _2 ( ') Sint) ! ( 13.5 A = 3.50 In 16.5 in total- 1" hole 1"x 3' 13. Allowable Tensile Load �I JPt= F,'A= 7560ilb > 39120 �'lb� OK -L- - 1 --i T— if i L A R S o r t JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 24 (2) OF 70 C> E S' 1 %VNI4 Architects•Engineers•Surveyors CALCULATED By Deg DATE 1/17/2005 G R O U R T� P O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE `r(�' Q'/ Phone(570)323-6603•FAX(570)323-9902 ' SCALE Main House-Two Story' I Overturning Connections (cont'd) WFCM - SBC (1995)2.2.4 Check Tensile Strength of Studs to Transfer Overturning Loads 1 st Story- Left and Right Walls j — � I 7 Assume 2"x 6" Spruce-Pine-Fir Triple Studs Nominal Tensile Stress 350A psi NSI / IAF S (1997)Table 4AI A- Load Duration Factor 1- � �I � I I 1CD _ 1..66 -� ( 99 ANSI /AF&PA NDS 1997)Table 2.3.2 Size Factor � ---- I 1 _I JCF= 1.0 L (ANSI /AF&PA NDS (1997)4 3 2 t 'Allowable Tensile Stress j ------! - - - I Ft - Ft CD CF 560 p -- ( 7)Table 2.I.1 sl ANSI /AF& 199 r — � _ P — L T � a of Stud t Arei 2 I I z - _ i 211 I� Nel j 20.25 in 24.75 In total - 1 hole 1 x 4.5 20.2 Allo�wable Tensile Load— L —i - t-- I i XPi = Ft'A = 11340 ,11 49Ib OKI L a i - - ' L A R s o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 25 OF 70 D E S I G N ArchOects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 ' G R O U R ry� P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Story - - --� -�- Connections - Sliding L I -- -- — --- Design 2nd Storey Module to 1 st Story Module Connection Assume Typical 2nd St Module to 1 st Story Module Connection made with YP Story _ rY _ T 16d toenails at 6„D.C. II Specific Gravity of Member I I I LI ILL.- - � - I G 0.42 - �i Thickness Member - I- -- 1 i � ss o f I i T is = i 1.50 in. Nominal Lateral Capacity of Nails in Single Shear _ + _i_-J.- -- �Z=I 88 Ib- . ANSI/AF&PA NDS (1997)Table 12.3A -- t - Load Duration Factor -� 1 - - (1997)Table 2 3 2 ANSI /AF&PA NDS_ -_ CD 1 1 Penetration Depth Factor - - - -_- Cg 1� - - ANSI/AF&PA NDS (1997) 12.3.4 I Factor - - - - - --i - -- --Toe Nail - I� (Allowable Lateral C� ol_- 1997 12.3 7 Ct 0.83ANSI/AF&PA NDS J Capacity f Nails in Single Shear -_ Z' Z C-Cd Ctn - 117 Ib ANSI /AF&PA NDS (1997)Table 7.3.1 Required Lateral Capacity 1 � - v (Vroof - _ III )/213 Ref. Sheet 11 342 Plf U L A rz s O N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 26 OF 70 D E S 1 G N Architects•Enameers•Surveyors CALCULATED BY Deg DATE /17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0467 CHECKED BY DATE Phone(570)323-6503•FAX(570)323-9902 SCALE Main House-Two Story i _ �, I I -- ' — Sliding Connections (cont d) _I-- I Design 2nd Story Module to 1st Story Module Connection) Nail Spacing (in.) ,Lateral Capacity (pltJ 12 117 6 234 _ I � I I I ! I -- -- _ �- - 4 351 < Use 16d toenail at 4 D.C. 3 I 7- I — Imo-+ I I I I I I I I I I - _ J -- ---L I-_ —I— I I I I I �-- - ' L A R S o N joa Apex Homes, Inc. QN-12412 / NY LDG: 6314-008 SHEET NO. 27 OF 70 E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U R P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE ' Main House-Two Story' --- -- I I do Is (cont d) Sliding Connections _ Design 1 st Story Module to Sill Plate Connection 1 _ - -- - -I - --,- -T- - - ' Assume Typical 1 st Story Module to Sill Plate Connection made with -- 16d toenails at 6"o.c. I_ I I P Gra Member J_ - S eclfic y ember I I I 0.42 - - 1 � G -- ' i 1 Thickness Member I I t� 1.50 I In. Nominal Lateral Capacity of Nails in Single Shear �� - Z =' 88 Ib ANSI /AF&PA NDS (1997)Table 123A j Load Duration -- - - r F _ -� - -- - --- ° _ t....�,6 -� - ',ANSI /AF&PA NDS (1997)Tabl 2 3.2 !, J T -- Penetration 1Depth Factor d 0.62 i -�I i I IANSI /AF&PA NDS (1997) 12.3.4 -- Toe Nad Factor �- - � --_ 1--i- - ' 1 +Ctg L JL- 83 - -- ANSI/AF&PA NDS (1997) 12.3.7 -I --- wablZ Lateral Capacity-f Nails 72Sinn Single ANSI/ �- - - -- ___-- Allo acit o - D d to �( �_-___.—_ 1 I - 1997 Table 7 3 q d Latera I -� I I I Re uire I Capacity roof floor - __ -- ' v (V +V /2B ' Ref -- 1-_- ) - . Sheet 11 692 Plf t tL A R S O N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 28 OF 70 E3 E S 1 G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P P.O.Box 487-Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Storyi _ Sliding Connections (cont'd) ��I �i t Design 1st Story Module to Sill Plate Connection - � I Wail Spacing �(in.) Lateral Capacity(plf) -. 6 �'. 1 14 4 - T I 217 — - No Good, Can't obtain Req'd Capacity 3 290 with toe nailing. 14 'Use USP Lateral Plate Tie MP4F Type 1 Installation w/(6) 8d nails in Perimeter Band T and (6) 8d nails in Sill Plate (725 Allowable Load) l T —� ITie Spacing (in.)_ Lateral Capacity(plf) 272 I 16 544 12725 Use USP Lateral Plate Tie MP4F at 12"D.C. -- --- _-� 1088 �- �-- - $ — , laso - f I - I I I I I - I I I li I I I � I — I Transfers load in top plate to rim joist applications or for blocking applications. 0' Materials: 20 gauge Finish: G60 galvanizing Options: MP4F is available in Triple Zinc.To order, add TZto end of stock number, as in MP4F-TZ. Codes: SBCCI, BOCA— NER 608, ICBG 5379, 1� L.A. City RR 25357 (® Installation: • Use all specified fasteners. See General Notes, page 14. F' ' • MP4F connects 2x framing with floor sheathing up to 5/8". • MP61F connects 3x framing with floor sheathing up to 3/4-. f� Better choice for connections where floor sheathing is between p sole plate and rim board. Type 1 MP6F installation ole^ MP4F f' P I" Embo55Mplate line guidee placement Embossed Plate lines F' MP4F o a t Sheathing . 111 ° O ° Ib Type 2 ' L �.. installation I� 1e ' Typical MP—F installation MPF Dimensions Fastener Schedules" Allowable Loads (Lbs.)' 06. DSP Steel Header Joist Installation Direction DF-L I SP S-P-F 61%.Stock No. Ref.No. Gauge W L or Stud or Plate Type of Load 100°% 133% 160% 10016133% 160% V 515 690 825 445 595 710 /e (6)8d x 1.12 (6)ad x 1-12 Type 1 H 515 690 805 445 595 710 1d (6)ed x 1.112 (6)8d x 1.112 Type 2 V 515 690 765 445 595 660 H 515 690 720 445 595 620 MP4F LTP4 20 3 4-114 V 550 735 89.5 475 630 760 !d ' (6)Bd (6)8d Type 1 H 550 735 805 475 633 725 /e (6)8d (6)9d Type 2 V 5% 735 765 475 630 660 H 550 720 720 475 1 620 620 6— V 515 690 825 445 1 595 710 ' (6)8d x 1-112 (6)ed x 1-112 Type 1 H 515 605 605 445 1 520 520 V 515 690 825 445 a595710(fi)8tl x 1-112 (fi)fid x 1-112 Type 2H 515 630 630 445 MP6F -- 20 3-314 4-114 (6)8d (6)Bd Type 1 V 550 735 885 475 605 6D5 475(6)8d (6)8d Type 2 735 850 475 C.630 630 475 1)Allowable loads have been increased 33.1/3%or 60%for wind or seismic loads;no further increase shall be permitted. ' 2)Bd x 1.112 nails are 11 gauge(0.131"diameter)by 1.12"long. 3)N installing over plywood,use 8d common nails for 100%of table load. t 0'C26 4)Minimum nail penetration shall be 1-9116"for 8d nails. 9• Customer Service/Technical Assistance #6 conte°ecmrs- San Francisco Office Minneapolis Corporate Office Tampa Office 1-800-227-0470 1-800-328-5934 1-800-443-6442 06 ' L A R S ON JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 29 OF 70 G ' C E S I R O U%N4P Architects•Engineers•Surveyors CALCULATED BY De DATE 1/17/2005 U P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY V DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Storyl 11 Sliding Connections (cont'd) Design Sill Plate to Foundation Connection l 'Assume 3/4"dia. Anchor Bolts at 4' o.c. Anchor Bolts shall be provided within ' of the ends of each Sill Plate section. _ — J;. — 12 -- Specific Gr alvity of Sill Plate IG. 1-_..- 42 (Thickness of Sill Plate -I - - -- - - 4 = 1.50 lin. _ Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain P _ Y 9 1 Zrr= 1140 Ib ANSI /AF&PA NDS (1997)Table 8.2E +� Load Duration Factor - _ — T —,T1 V I I I 'ANSI/AF& !CD- 1.6 J� PA NDS(1997)Table 2.3.2 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain -- --4 -T Z' Zrr CD = 1824 Ib ✓� AF&PA NDS (1997)Table 7.3.1 Required Lateran Capacity 4 P Y I I — — i•� � T, - �- ' it ��J(Vmgr+Vnggr)/2B �L'Ref Sheet 11 �1 - 692 pl � ' �_ --! I - 1 Bolt Spacing (ft.) Lateral Capacity(plf) 4456 3.5 -- TTI 5 60 20 se 3/4"dia. Anchor Bolts a -- 2 912 -- 1.5 1216 ' L A R S o N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 30 OF 70 E S 1 c— .%rN�! Architects•Encineers•Surveyors CALCULATED BY De DATE 1/17 ' G R O P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE , Org Phone(570)323-6603•FAX(570)323-9902 SCALE -_Main House-Two Story: Sheathing Connections I i I WFCM - SBC (1995)2.2.5 I Roof Sheathing (as a 2 Story Building) . WFCM -SBC (1995) 2.2.5.111 1 I-- 'Design Roof Sheathing Connection to Resist Suction Loads 'Fastest-Mile Wind Speed =I 100 Imph RCNYS 2002 Table R301.2.1.3 Suction(tion Pr1 sure from Wind - - -��- - ' 1 ( ) Table 2.4A - WFCM -SBC 1995 -- =- Edge Zone = 62.7 psf'i _ I Per r L_ Interior Zone = 35.6 Ipsf I Mean Roof Hei ht= 24.1 �ft. > 15 ft. Tablge 2.4A Footnote 2 N /A Reduced Perimeter Suction Pressure = N/A - Reduced Interior Suction Pressure = N /A - Perimeter r�eZone Width minimum mum BulldDimension = 27.5 ft. i I -.- Z= 10% Minimum Building Dimension = 2.75 -- But not less an ( 3 ft �i L �Table2A Foot ' note 1 Roof Framing Spacing = 16 in. D.C. ✓ �I T _ I Unit ion Lo tl Wind _ I Perimeter Edge Zone = 62.7 Ipsf x 1.33 Ift. = 84 �plf ' — - — - _ Interior Zone = I 35.6 !psf x I 1.33 ft. = 47 `"I,plf t-T L A R s o N joB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 31 OF 70 ID E S 1 G N Architects•Engineers•Surveyors CALCULATED BY De DATE 1/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE r pfiJ Phone(570)3238603-FAX(570)323-9902 SCALE ' Main House-Two Story' Sheathing Connections (cont d) I WFCM -SBC (1995) I i I � Roof Sheathing 'WFC M - SBC (1995)2.2.5.1' j - ', - Design oof Sheathing Connection to Resist Suction Loads I I I � - Assume Typical h yp Roof o Sheathing is 7/16" OSB with 8d nails at 16" o_o, panel I I � "edge nailing and 12o.c. at intermediate supports ; Specific Gravity of Roof Framin I � G = 0.42 Diameter of Nails - �..__ D = 0.131 in. -� ��� -�I -- -L - I i ,Length of Nails ' { -2.50 Hin L (Thickness of Sheathing - - -,I - -- I � .375'in + t - 04 Nominal Nail Withdrawal Design Value "T — Ib/in5iTi_L ]ANSI _ - S PA NDS 7)Table 12.2A t ( - 1 �_ - T�T Load Duration Factor � �-� ICD T - 'ANSI/AF&PA NDS (1997)2.3.2 !Allowable Withdrawal Design Value _I 1 W' -W C ll 34 Ib/m. I✓ AF&PA NDS 1 _ D - ANSI/ (1997)Table 7.3.1 ' r �- ; ; ' L A R Si o N JOB Apex Homes, Inc. ON-12412 / NY LDG: 6314-008 SHEET NO. 32 OF 70 %FN�! Architects•Engineers-Survevors CALCULATED BY Deg DATE j1/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY QLI DATE Phone(570)323-6603•FAX(570)323-9902 SCALE ' Main House-Two Story —,I Sheathing Connections (cont'd) WFCM - SBC (1995)2.2.5 _ T (Roof Sheathing WFCM - SBC 1995 2.2.5.1I'; I I I Design Roof Sheathing Connection to Resist Suction Loads ' _____, Length of Nail Penetration _L Lp = Lt= 2.063 in. - Withdrawal Capacity per Nail = W' Lin = 69 'Ib Fequired Suction Load Capacity — ' _ Edge g Zone- 84 pIf Ref. Sheet 30 Perimeter - - _rte - - Interior Zone = 47 plff Ref. Sheet 30 1- I- -1 Nail Spacing (in-) Withdrawal 3 U apacitYPe)8d nails at 6"o.c. intermediate snortT—,l I is i — �� 4- zos I i � 3 277 I �-- ----L — -- - — — L - 1 �I �I i -I I I i I i L A R S o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 33 OF 70 ' E S I %rN Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U F, l!! P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE ' Main House-Two Story Sheathing Connections (cont d) WFCM - SBC (1995) — —+-- - �� II Roof Sheathing I WFCM - SBC (1995)2.2.5.1 - - 1 - ' Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement I i i II --+-� ' �Max V,.. - 18830 Ib 1 Ref. Sheet 11 ! B 27.5 'ft. V= V /2 B = -- root 342' If�. P Shear Capacity for Diaphragm AssemblY' WFCM -SBC (1995)Supple ment Table 2C Framing Species Specific Gravity T _ � I — _ G - 0.42I I l 'Assume Roof Diaphragm is 7/16"OSB with 8d Halls at 4"D.C. panel � ed-Ta nailing and 6"D.C. at intermediateI Isupports oI rts Tabulated Value 295 Pf I I I Footnote 1 Ivs = 1.40 (Tab. Value) See Supplement Table 2C F II I I! 413 Iplf > 342 Iplf OK - L I II I I I I I i F_— I'I L vR S o ry JoB Apex Homes, Inc. QN-12412 /NY LDG: 6314-008 SHEET NO. 34 OF 70 ' G RSO U P Architects•Enoineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 P.O.Box 4B7•Williamsport,PA 17703-0487 CHECKED BY Lol DATE Ir v fif Phone(570)323-6603•FAX(570)323-9902 ��� SCALE ' Main House-Two Story' 1 - I - r - � 1 i I Ti.�I Sheathing Connections �- WFCM SBC (1995)2.2.5 i , I � 1 �II I I Wall Sheathing I WFCM - SBC (1995 2.2.5.2', � F I I- Desi n Wall Sheathing Connection to Resist Suction Loads I _ i --! Fastest-Mile Wind Speed =IU 100 Imph RCNYS (2002)Table R301.2.1.3+� I --I -� WF SBC 1995 —�- � Suction Pressure from Wlnd i I ( )Table 2.46;! 37 2 psf Edge Zone= �- - - Interior Zone 31.5 psf I - U U = . 5 ft. + ble 2.46 Footnote 2 N /A Mean Roof Height 24.1ft > 1Ta 1 --- I ReducedPerimeter I � -- I �- ' T _ Suction Pressure =- N /A I' -{�Reduced dI�Interior Suction Pressure N /A Edge Zone Width �I -- j ;Minimum Building Dimension - 27.5 It. ---ter— 9 n = 2 75 T - �� Z --10°/n Minimum Buildin Dlmenslo But not less than 3 Ift. l - --� Wall Framing Spacing = 16 in Unit Suction) Load from U1 _I- Edge Zone = 37.2 I psf x j 1.33 ft = 50 plf Interior Zone = 31.8P sf x 1.33 ft. = 42 pif - I - - - ' L. sa R S o N ,1oB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 35 OF 70 D E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 ' G R O U P P-O.Box 487•Williamsport,PA 17703-D487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House -Two Storyl, �_ Sheathing Connections (cone ) WFCM -SBC (1995)2.2.5 � l i I i ';Wall Sheathings WFCM -SBC (1995)2.2.5.21 Design Wall Sheathing Connection to Resist Suction Loads ---i- - Wall Sheathing is 7/16" OSB with 8d mails at 6" D.C. panel edge nailing and 12"D.C. at intermediate supports Specific Gravity of Roof Framing J �G - 0.42 F -- Diameter of Nails I I D 0.131 in. �� I J Length of Nails �,-- -- -- — L=i 2.50 in.�✓ :Thickness of Sheathing — _ 0.4375 in. - �- —i . -_ _ i - Nominal Nail Withdrawal Design Value —� L— W= 21 Ib/in. ANSI /AFBPA NDS (1997)Table 12_2A ' Load Duration Factor C1.6 1.6 D ANSI /AF&PA NDS 1997 2.3.2 i ;Allowable Nail Withdrawal Design Value ' I - - W' - W C - 34 Ib/in. IANSI /AF&PA NDS( 1997 Table 7.3.1 - - - - - ' L -, R S o nt joB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 36 OF 70 ' ID E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G O P R U P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY IIJ DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Story'i I ,Sheathing Connections (cont'd) WFCM -SBC (1995) 2.2.5 I I � � WFCM - SBC 1995 2.2.5.2 Wall Sheathing I ( ) g � I � I Design Wall Sheathing Connection to Resist S Suction Loads ' - - Length of Nail Penetration LIP L-t- 2.063 'in. - , Withdrawal Capacity per Nail W LP 69✓ Ib I Required Suction Load Capacity I Perimeter Edge Zone= 50 plf Ref. Sheet 34 - - -�- Interior Zone = 42 plf Ref. Sheet 34 Nail Spacing (in.) 1 Withdrawal Capacity (plf) 12 69 i<_-Use 8d nails at 12"o.c. at intermediate supports 'I 6 139 I 208 -- - - I- - --� 3 277 I � I I �I I T ---- _Ih L A rz s o N .1oB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO, 37 OF 70 ' G RSO U P Architects•Engineers•Surveyors CALCULATED BY t Dep OF 1/17/2005 nr•— P.O.Box 487•Williamsport,PA 17703-0467 CHECKED BY ,L"-y��.( / DATE 7if/' d✓/ Phone(570)323-6603•FAX(570)323-9902 SCALE Main House-Two Story Sheathing Connections Icont'd) WFCM - SBC (1995)2.2.5j �T �- � I I - Floor Sheathing, WFCM -SBC (1995)2.2.5.311 i I I I I D1- -1-- es gn Floor Diaphragm to Transfer Shear Loads Jil Unit Shear Capacity Requirement .ter I Max VneOf= 19238 Ib Ref. Sheet 11�� - 18.5 r Stairway to below) 1 ---- ' I -- B v=V O /2B = 20 plf 5 oor Shear Capacity for Diaphragm Assembly WFCM - SBC (1995)Supplement Table 2C J Framing Species Specific Gravity - G !Assume Typical FI y_ Floor Dia hragm is 19/32" B wi th 8d Halls;t 6J' ane, Note: Use value from 15/32"line in WFCM Table for use 9 __- o.c p edge nailing and 12"D.C.o.c. at intermediate supports Unblocked Tab w/8d nails r J _Tabulated Value= 150 If --- 7 P _ J ' s - 1.40 (Tab�� S e S lem ent Table 2C Footnote _ � 1 210 plf < 520 Of NGrH Assume Typical Floor Diaphragm is 19/32"OSB with 8d nails la, 42.5' o c panel - �I y d -- L ege nailing and 4"D.C. at intermediate supports (Blocked) Note: Use value from 15/32"line in WFCM Table for use w/hid nails Tabulated Value = 435 plf �- - ��- j s - Value) 'Se Supplement Table 2C Footnote 1 v - 1.40 (Tab. V - _ I - I - I I I I =71-F - 609 plf > 520 plf j OKI j j L A R s O N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 38 OF 70 ' E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE /17/2005 G R O U P { V_ P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY L� DATE I s'/ Phone(570)323-6603•FAX(570)323-9902 SCALE Garage-Single Story I iPer WFCM_1995 SBC High Wind Edition, Engineered Design: I! - 2.1.3 Applicability 2.1.3.1 (Mean Roof Height Adjustment Mean Roof Height= 13.5 Ift. < 33 ft. OK, 1 9 - ed values shall be reduce Ordance with din acc !! I II j l Tabulat the footnotes - - 2.1.3.2 Floor Systems I stems Slab on Gra Floor Joists NIA � I � �� - -!II Floor FramingMember Span 0 Ift. 26 ft. OK J! IT ' �b. ,Floor Framing Member Spacing = 0 in. O.C. < 24 n. o c OK!I F or Cantilevers and Setbacks - N/A in. _� N/A in. I'I OKI I� - IL_ - ifIifs�_ L _ �J�;PPI g g .. - Depth )_ -- -- � 'j!tt supporting a loadbearin wall, Joist De th d N/A in. I II ' g nal load 4d N/A In. If supporting p f'olst desi designed for ad - -_ In. ditto -- - - -- II -- PP rtingeatnon-load eariing wall, Joist Span (L)/� I _ 1 - Vertical Floor Offsets = IN in. N/A in. OKI d _�— - - ' I Joist Depth I(d) - N/A in. - -. - I I I I I� e. Floor Diaphragm Aspect Ratio I Length of side (L,) = 24 _-- -�-- - I Le nth of side24 Ilft. - 1 - --- I L /L 1.00 < 4 OKI � � � it f Floor Diaphragm Openings < �Lesser of ', 12 ft i ' I or 0.5 L - 12 'ft. I _ _ I I T ' - Maximum Opening Dimension = 0 ft ! < 12 ft_ OKI I .. I L a rz s o N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 39 OF 70 ' E 5 I G N Architects•Engineers•Surveyors CALCULATED BY DATE ,1/17/2006 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE --tl{ �G tD Phone(570)323-6603•FAX(570)323-9902 SCALE Garage- Single Story 12.1.3.3 Wall Systems - - � --- a. Wall Height 11 — Loadbearing Wall Height= eft. 8 < 10 OKI I Non-loadb grin9 9 Wall Height 8 ft. < 20 !ft. --I!OK!_f -- -- 777 � D.C. — T — Ib. Wall Stud Spacing = 16 in.—O.C. I < 24 in. I IOK c. Shearwall Plan Offset= 0 ft. < 4 ft. OK d. Shearwall Elevation Offset= N/A in. = N/A lin. OK -- --� ' Joist Depth (d)= N/A iin. I � I e. ISheanvall Segment Aspect Ratio — � I _ Shearwall Height= 8 ' Minimum Shearwall Length = H /3.5 2.29 LoadTransf h f ( — I — - i er Band joists, blocking or other methods are provided to transfer roof, wall, I land/or floor loads from upper stories. i L 1 I_ :Hi I � ! II I I I ! i I ' - 1 L A R S O N jos Apex Homes, Inc. QN-12412/NY LOG: 6314-008 SHEET NO. 40 OF 70 L7 E S I G N Architects•Enaineers•Surveyors CALCULATED BY Deq DATE 1/17/2005 1 G R O U P r� P.O.Box 487•Williamsport,PA 77703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE 1 Garage- Single Story �. 12.1.3.4 Roof Systems h i — ia. (Roof FramingSan Horizon I Projection) = 12 < 2 to o ection ft. 6 Ift. OK P ( 1 ) b. 'Roof Framing Spacing = 166 in. o.c. <2 lin. D.C. OK1 c. Roof Overhang Length 1< � Lesser of 2:ft. - 1 - - ---- - — ---,or 1/3 RafterP I rS an = 4 ft. �---- - Roof Overhang Length - 0.83 ft. < 2 ift. OK d. ,Roof Slope 9.12 < 12.12 OK 1 --L -- _ Diaphragm P —-. -� 1 I i e. :Roof Dia hra m As ect Ratio �ILength of side (L7) = 24 eft. Length (� 2 II - �` L ! L 1.00 < 41, OK, 1 _ - - - - -- - - -I- - ISBC 1 �_ applicability y--q I WFCM - 1995 This home meets the licabilit re ulrements in accordance with High Wind Edition, Engineered -- - -- � I f __ . � - i I. I-- T ' L A R S o N joB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 41 OF 70 E 5 I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U Pn P.O.Boz 487•Williamsport,PA 17703-0487 CHECKED BY - DATE ` / !/✓✓ Phone(570)323-6603•FAX(570)323-9902 SCALE ' Garage- Single Story Uplift Connections -� CM SBC 1995 2.2 _ 'Garage Loads (as a 1 Story Building, 9:12 Roof) Roof/Ceiling Assembly Dead Load = 10 psf I -- I - 1 -- -1 Roof Span _ ' - Fastest-Mile Wind P —Imp LT ( 02)Table R301.2.1.3 L---- pL—JW U I ft Load Seed �.._ 1 O- h C (1995)Table 2.2A FTT- I Span (ft.) Load (plf) 24', 382 it7l ll I �� 24 382 Interpolation Permitted by 2.1.4 �I 36 540 � 13.5 ft. < � 15 eft.Mean Roof Height Bee Table e 2.2A Footnote 6 --L_- - _Load Reduced Unit Uplift Load 0.80 3 i _L � _ I--- Building Width 1 24 ft. < 30 ft. i See Table 2.2A Footnote 7 L I -- -- - jRoof to 1st Story Wall Conner Load-)- - !- Within Corners = ! 3 f P L— T + Not within 6 !ft of of Corners = 0.70 (Load)= 214 1plf - I f1St Story Wall to Foundation Connection Load See Table 2.2A Footnote 2 i Within I 6 ft. of Corners = ! 306 I plf- 66 plf = 240 plf Not within 6 ft. of Corners = 214 plf 66 If = 148 plf 1 I h I I II p-- -- -i,- -- i -- L A rz s o N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 42 OF 70 IG C> E 5 I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 ' G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY V DATE Phone(570)323-6603•FAX(570)323-9902 SCALE ' Garage-Single Story Uplift Connections (cont'd) WFC M - SBC (1995)2.21.3 Garage Connection Design (as a 1 Story Building, 9:12 Roof) '- 1 Connections to transfer uplift loads from the roof assembly to foundation must maintain ' a continuous load path. Use structural connectors to provide the required connection. — -- -- - --_ Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. I Roof to 1 st Story Wall Connection (Truss/Rafter to Plate to Stud)I Connector: USP Structural Connector RT10 w/(6)8d nails in truss I rafter, (8) 8d nails in plate and (6) 8d nails in stud.���� (Allowable Load = 585 Ib Note: Rafters and studs at 16"D.C. per Plans Req'd Uplift, Maximum Provided - — Load Spacing I Spacing- - - 1 Within 6 ft. of Corners 306 plf 23 ',in. 16 in. L �— I � rner I Li _I L I I ' Not within 6 ft. of Col s 21 32 m. i _4 'iPlf � 33 In - -- i T� - I i I I i I I I � I li L A R S O N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 43 OF 70 E 5 I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 ' G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY V DATE Phone(570)323-6603•FAX(570)323-9902 SCALE ' Garage- Single Story p ectilonsl(col t'd) WF SBC 1 ' CM 995 2.2 _ Uplift Conn I � _ � I� I'I - ( ) .3_Y !Garage Connection Design (as a 1 Story Building, 9:12 Roof) I 1 st Story Wall to Foundation Connection (Stud to Masonry/Concrete), } Connector: Simpson Strong-TieConnectorMSTAM36 w/(13) 10d nails inl stud, and 8 1/4 masonry in foundation. 1 I O x 2 1/4 Titan mason screws AIIA�IeLa= 18701b ' J Re Maximum d Uplift! Provided Load -- I Spacing Spacing Within 6 ft. fCoof 240 Iplf 94 in 48 lin. — Not _lel __ rners P —I 48 lin. within 6 ft. of Coi 1 I I I I J ! I I I I � in-r--- � I I il I __ i L A R S o N joB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 44 OF 70 D E S 1 GN Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 ' GR O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE X21 Phone(570)323-6603•FAX(570)323-9902 SCALE -L- I �- Garage-Single Story Uplift Connections (cont'd) J— .J WFCM -SBC (199511) 2.2.3 Check Tensile Strength of Studs to Transfer Uplift Loads Assume 2"x 6"Spruce-Pine-Fir Studs j Nominal Tensile Stress F = 1 350 psi (ANSI /AF&PA NDS 1997 Table 4A� i L 1 'Load Duration Factor1 1 - -- r Co- 1.6 ! Ii-- NSI/AF ANDS 1997)Table 2.3.2 i— ;Size Factor -- --- —? -- CF = li 1—.0 ANSI/AF&PA NDS 1997 4.3.2 Allowable Tensile Stress — Ft Ft CD CF Sl= = 560 pANSI /AF&A NDS (1997)Table 2.3 , 1 -Il - Net Area of Stud t —I � �A = � 8.255lIn2 Allowable Tensile Load - _ L - - _I-1 -� � Pr= F� 1870 A = 4620 Ib > Ib OK� 1 I I I i ' - �',�-- L A R S o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 45 OF 70 C> E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1117/2005 ' G R O U PZM V t , B P.O.Boz 487•Williamsport,PA 17703-0467 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE ' -GaLra9e - Single Story Shear Connections �WFCM LSBIC (1995 2_.2 Garage Loads (as all Story Building, 9.12 Roof) - - - — !Roof Pitch = 9:124-i L-4-L-L -- i i - ---- JlRoof Span 24 ',ff Fastest- Mile Wind Speed - 100 !mph ( ) 01 2.1.3 ,RCN 2�2 Table �-,�� - -- Unit Lateral Load from Wind - - � Perpendicular to Ridge ;WFCM - SBC (1995)Table 2.5B I L- - �-- Roof Diaphragm Load :Span (ft.) Load (plt) { - 24' 300 24 30 0 �Inter olation Permitted b 2.1.4 i l i P Y I _ i I - I - - 3T �� -� 385 - �_ ' Floor Diaphragm Load - 285 IP�- } -1_-F T- Wall Height= 8 'ft. < 10 ft.. Table 2.5B Footnote ot- 2 N /A- � 1 Diaphragm Load Increased Roof Dia II y � - _ ! Increased Floor Diaphragm Load = I N /A Mean Roof eight= 13.5 ft < 15 ;See Table 2.56 Footnote 3 - - Reducedd Roof Diaphragm Load - I0.80 (Load)= 240 '', plf I ' L� Reduced Floor Diaphragm Load = 0.80 (Load)= 228 �Plf� i 1 L A R S o N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 46 OF 70 D E S I G N Architects•Engineers•Surveyors CALCULATED BY Deq DATE 1/17/2005 1 G R O U R ,.(� P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE r �/ Phone(570)323-8503•FAX(570)323-9902 SCALE 1 Garage- Single Story Shear Connections (cont'd1 _- WFCM - SBC (1995)2.2.2 Parallel to Ridge WFCM -SBC (1995)Table 2.5C _ Roof Diaphragm Load -J Span (ft.) Load (plo I1 190 1 241 �1 �24 190 Interpolation Permitted by 2.1.4 _ -- -- i - - 361 235 - I I Floor ----D-ia hra m Load 205 plf _ . li Wall Height= 8 ft. < 10 ft. Table 2.5C Footnote 2 N/A - J - Increased Roof Diaphragm Load - N /A - I 1 1 Increased Floor Diaphragm Load = N/A 1 1 7-- Mean Roof Height- 13.5 ft. Table 2.5C Footnote 3 1I I 'Reduced Roof Load � 10-��d JSee T� i I Diaphragm (Load) 152 plf - 1 educed Floor Diaphragm Load - '0.80 Load _ 164 1 plf - -- i -- - ---I - - ! _ - I I ---------- -- rt T I M I -- - - r- 1 I __ 11 L A R S O N JOB Apex Homes, Inc. QN-12412 /NY LDG: 6314-008 III SHEET NO. 47 OF 70 E�, E S 1 %r�4! Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P' r7 P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE r -�Cl Phone(570)323-6603•FAX(570)323-9902 SCALE Garage- Single Story Shear Connections (contAI ! WFCM -SBC (1 995)2.2.2 Total Shear Capacity Requirements I — WFCM -SBC (1995)Table 2.5A1 Garage (as a 1 Story Building, 9 12 Roof) — — t I I, - —II - -- - Wind Perpendicular to Ridge I _ -- — -- 1_---.Wroof = 240 'plf - - ' i Wfloor= 228 plf I 24 ft. i i IVroof=Woof x L = 5760 Ib I r '� I I 1 V 1 -w Ix L= 54 � _ i ' Floor �nooT 72 iIb J- -- 1 Win�lRidge — W 1 152 if i ' - - Wfloor= 164 plf _ I I 1 - V w x6 - 36 I - -_ root= roof 48 'Ib� ._ --' -- 'Vfloor=WnoorlX B = 3936 I T � _J I 4--j ------ — --- -— -��Ili I - I — — -- - - - - - -- - - 1 L A rz s o N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 48 OF 70 r—> E S I G N Architects•Enaineers•Surveyors CALCULATED BY De1"21-00 g DATE 1/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE 1 Garage -Single Story —Shear Connections (conYd) WFCM SBC (1995)2.22 -- 1 Shearwall Unit Shear Capacity Requirements WFCM- SBC (1995)Table 2.5A Garage (as a 1 Story Building, 9:12 Roof) 1� I I I � I ii I I 'Wind Parallel to Ridge 1st Story Wal all Supportsof'Ceilin & One loor) Wall Length Availablor Full Height SheathingJ 1 ' hoot 18.3 ft. I I Lreai- 24.0 1 _ S Shearwall Unit Shear Capacity - — - - Iv V / 12 L— 100 LIf i wall front— roof front p wall rear-Vroot/2 Lrear I 76 1p If II-- I � ;- 1 t- 1 I III II I I II I 1 I I ' L A R S o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 III SHEET NO. 49 OF 70 EE S 1 G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1 17/2005 G R O U P { P.O.Box 467•Williamsport,PA 17703-0487 CHECKED BY 'yC1// DATE Z '0✓J Phone(570)323-6603•FAX(570)323-9902 SCALE Garage- Single Story Shear Connections (cont'!) ' --- � WFCM -SBC (1995)2.2_2 I I �'. Shearwall Unit Shear Capacity Requirements WFCM -SBC (1995)Table 2.5A Garage (as a 1 Story Building, 9:12 Roof) Wind Perpendicular to Ridge -- T I I i j 1 st tory Wall (Shearwall Supports Roof, Ceiling & One Floor)) Wall Len aIILen —thAAvailable Full Height ht Sheathing� - TI Blefl_ 21.3 ft. i Bright 2.9 I Shearwall Unit Shear Capacity uwall left= Vroof/2 Llen= 136 plf V - V /2 L - 986 ! If - wall right— roof right— p iI i- -i - - 1 - I - --- I 1 L A R S O N JOB Apex Homes, Inc. QN-12412 /NY LDG: 6314-008 SHEET NO. 50 OF 70 D E S 1 %'N�4 Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P ^ , P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE C•� Phone(570)323-6603•FAX(570)323-9902 SCALE 1 Garage- Single Story T Shearwall Design 1 WFCM - SBC (1995) 2.4.4.21 _ � I Shear Capacity of Shearwall Assembly WFCM -SBC (1995) Supplement Table 3B - T -L--- -i -I Framing Species Specific Gravity IG I - 0.42 I _ I _ I � -� ��, I I I I A I I Garage e- 1stStSto Story - Front and Rear'.. � - - 7/1 SB /8d nails @ 6"D.C. panel edge nailing (ex—� - T- Lterior) J jabulated Value = 230 plff y v5 1.40 (Tab. Value) � 322 lIf See SupplementTableT able 3I 6 Footnote 1/2"GWB w/ 1 11/4"TYP l all screws @ 4"o.c� or oNails in —a---ccI-o—r dan--c-e'I -with -_----L 2_3 0I–6—.4. - 1..--5) T-7-7- s --�� PI Shear Capacity of Shearwall Assembly w 1__Pvs 322 If + 0 If 322 plf > 10If OK Garage=1 s StoryW�ft -I� -- _ 17/16" OSB w/8d nails @ 6" D.C. panel edge nailing (exterior) I (Tabulated Value = 230 plf ! V, = 1.40 (Tab. Val �Iue) = 322 plf See Supplement Table 3B Footnote 1 I, -I--- 111/2GWB w/ 1 1/_y r all screws 3 4' n error) — Com o er Nails in accordance with 2306.4.5) ( - 1 --�-I 'vs =1 0 ,plf�l - -- --- �- Shear Capacity of Shearwall Assembly � I - vs 1,= 322 'plf + 0 plf 1= 322 'plf > 136 plf OK1 I I � _ ' L ^ R 5 O N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 51 OF 70 E> E 5 I G N Architects•Engineers•surveyors CALCULATED BY DATE 1/17/2005 G R O U P /� P.O.Box 467•Williamsport,PA 17703-0487 CHECKED BY DATE t r ✓or) Phone(570)323-6603•FAX(570)323-9902 SCALE Garage-Single Story Shearwall Design SBC (1995) 2.4.4.2 - - — III, I II -I Shear Capacity of Shearwall Assembly 1 WFCM-SBC (1995) Supplement Table 38 -T — Framing Species Specific Gravity 1- G 0.42 iGarage- 1st Story Wall - Right - — - --��_ 7/1�6I' OSB w_/_-8-d1 inails @II 3'o_c_panel l ed91 eT nailing (exterior) ( e xte-rllI—r) 0 PlfTabulated Value 45 I - -- 1-7-717 --�;-- - J� - vs = 1.40 (Tab. Value) = 63 plf 1See Supplement Table 3B Footnote 1 �- 7/16" OSB w/8d nails @ 3" D.C.panel edge nailing (interior)J 50 P4If Tabulated Value Value)b.1.40 ( vs = TaV _ �-630 plf See Supplement Table 3 � _-- --` �I I i J B Footnote 1 ! tShear Capacity of Shearwall Assembly v 630 If 1260 If -- - - � .. 1 11 1 1 _ _ - - -- _ - - - 86 plf SOK, -- - - �� _ I 9 J - --� I1 I A J I� � I i I T- -- _ � I i L A R S O N joB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 52 OF 70 ED E S I G N Architects•Engineers•Survevors CALCULATED BY Deg DATE 1/17/2005 ' G R O U F> P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Garage- Single Story Shearwall Design (cont'd) i j WFCM -SBC (1995)2.4.42, - Required Length for Type II Wall Design I JI ,Garage (as a 1 Story Building, 9:112 Roof) I J I S I I EE i I I Wind Perpendicular to Ridge I I I — I eanvalLl Supports Roof�&Ceiling)9)- eft W1st Story Wall (Shall ShearII I JII _- _ --- -- - . J Vroot- 5760 Ib Shear Capacity of ShearwalI Assembly i - s = 322 plf ---_ _ ------ Minimum Length to Resist Shear Force - L - mo(/ Vs- ft min V 2 89 J orfs Roof Ceiling & One Floor - Right Wal 1st Story Wall Sheanvall Su I -- _ JTotal Shearl Vroor= 5760 Ib -- Li Shear Capacity of S hearwall Assembly J L -- Vs = 1260plf TI — Minimum Length to Resist Shear Force f I I L -- - —i III Lmin=Vroor+Vfllr/2 Vs = 2.3 ft. _ I II I I I J a I II I I I i I -- ' L A R S O N JOB Apex Homes, Inc. QN-12412 /NY LDG: 6314-008 SHEET NO. 53 OF 70 ' C E S G N Architects•Engineers•Surveyors CALCULATED BY De DATE 1/17/2005 R O U P v P.O.Box 487-Williamsport,PA 17703-0487 CHECKED BY DATE t 2 ' VTYi✓1 Phone(570)323-6603•FAX(570)323-9902 SCALE ' Garage- Single Story ! j _L Shearwall Design (cont'd)JI - - -�- FW CM - SBC (1995) 2.4.4.21 -� - Required Length for Type II Wall Design - -- - Garage (as a 1 Story Building, 9:12 Roof) - - ---'i- - r- 9e Wind Parallel to Rid - ' 1st Story Wall (Shearwall Supports Roof&Ceiling) Total Shear -� - --' 1_.- -- 48 Ib �_-L - - --- - Pot_ Shear Capacity of SheanvallAssembly I IL- vs .1-322- plf 4- IMinimum Length to Resist S he_a-r e L - --- Lmin Vroot 2 vs 5.7 - ft. i i I i i I - - - I 1 I , —�-- 1 1— — -11 _J -�- -li I II I I iz ' L A R s o N .1oB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 54 OF 70 ' E> E S I CI— N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G O U R P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY ti DATE Il Phone(570)323-6603•FAX(570)323-9902 SCALE t Garage- Single Story :Shea all Design (cont'd) _WFCM_SBC (1995)2.4_4.2 _ Required Length for Type II Wall Design 1 _ I - I '- ' Percent Full Height Sheathing _ I I i 1 Story Building, 9.1 2 Roof �Gara a (as , _ TTI I Win- ---el to Rid e d Para g 1st Story Wall (Eft. Wall) I I front— 76_ `_-- i° - 10 rear _ I Wind Perpendicular-- 1--' -- _ - -- — Win to Ridge � I�I -�,BtStory Wall 8ft.TWall) I _- % left— E' fight =1 12 Less than 25%, Imust use Type I Wall Design) I I ' I _ 1 I L A rz s o N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 55 OF 70 D E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE , 1/17/2005 ' G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY � � DATE I �'� Phone(570)323-6803•FAX(570)323-9902 SCALE ' Garage- Single Story -T— i- — - -I— - Shearwall Design (cont'd) WFCM SBC (1995) 2.4.4.2i -JII-- - Required Length for Type II Wall Design ' Maximum Unrestrained Opening Height 1 T !Garage (as a 1 Story Building) - -II— -- -- JI, �Wind P -- n Parallel to — — �— --�-- -� -- 1L - -- -- - --I I - I1st Story Wall (8ft Wall) --� - -�-- 695 i�T 1 fmnt {I 5.77 Ft. I _ H rear= 69.25 in. 5.77 'Ft. T _J II ' I Wind Perpendicular� to RidgeL —J_ Wall 8ft Wall - �1st story Hleft= �81.5 in. � � 6.79 Ft ry ( ) 1- -II Hrghtt 96 'lin. 800 '.Ft. i -' I I I I I ' L A R S O N 3oB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 56 OF 70 O E S 1 G N Architects•Engineers•Survevors CALCULATED BY De DATE !1/17/2005 ' G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE ' Garage- Single Story _-- i I Shearwall Design (cont'd) T WFCM-SBC (I 995): 2.4.4.2 I F7-77 Required Length for Type II Wall Design — Type II Length Increase Factor WFCM- SBC (1995)Table 3.16' - t-G-- — jaragel - n — —1 -- (as a 1 Story Bu ldig) T' Wind idge �— -- -- st Story Wall (8ftWall)II _ L %\ H5.33 5.77 6.67J_ 751 -1 1.14 1.18 76 1.13 1.15 1.17 Interpolation Permitted ..I ft—100 1.00 1.00 Fron1.15 -- I !%\H 5.33 r 5.77 6.67 �r - - __,L I - 7 s ..:1.14 . _ 1.18 1.00 I 1.00 1.00 Interpolation Permitted - .__ _._. � .00 Frear 1.00 100 _ 1 - -- T II I_ I ' L A rz s O N joB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 57 OF 70 C> E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 ' G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY V DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Garagel- Single Story 1 -� {Shea all Design (1 o d) L _IwFM sBI,c (19 sss)I 2.4. .4.21 9th for Type II Wall Len Design I II i--- - Type II Length Increase Factor WFCM - SBC (1995)Table 3.16 I II I Garage (as a 1 Story Building) i 1 I I - Wind Perpendicular to Ridge �I - ��__ 11stStor Wall 8ft. Wall I I% \'H 6.67 6.79 8.00 -_-� 75 1.18 1.20 - 1 - - - -�� L-- - es 1.08 1.68 1.09 Interpolation Permitted 1001 1.00 -T - 1.00 Flft 1.08 - - �- '%\H 0.00 8.00 j 3.00 --I _Since<25%, Use Type I l of 1.00 1_00 I - - ' Wall 1z 1.00 1.00 1.00 Interpolation Permitted z 5 1.00 f - 1.00 --1 right _ I - - �—� F00 I- I - I I I -H -- = — I 1 I I 1_ tL a R S o N joB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 58 OF 70 � E S ( G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 ' G R O U P n' y P.O.Boz 487•Williamsport,PA 17703-W7 CHECKED BY DATE t (� ' ✓/ Phone(570)323-6603-FAX(570)323-9902 SCALE Garage- Single Story Shearwall Design (cont'd) -- I WFCM SBC (1995) 2.4.4.2! I �- 'Required Length for Type II Wall Design L = Lmin x Type II Length)Increase Factor Garage (as a 1 Story Building) - � Wind Parallel to Ridge - _ 1st Story Wall (8ft. Wale Ltr = 5 7 )' ft. x1 1.115 _ 6Sft 3 ft. OK' ' <� 18 -- L - 5.7 I ft. x 1.00 = j 5.7 ft. < 24.0 Ift. OKI III ��— �- ��� i _ I �- d Perpendicular to Ridge Li Story Wall (8ft. Wall)i- � I I Lieft- 8.9 ft. x 1.08 9.7 ft. < 21.3 ft. OK' Lri ht— 2.3 ft1.00 x j� I � '--1- ✓ � �I_ -, 2.3 ft. < 2.9 Ift. ! 0 However, since <25% Full Height Sheathing, Use a Type I Wall for Right Wall. I IT I �I - I 1 L A R S o N joB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 59 OF 70 E S I G N Architects•Engineers•Survevors CALCULATED BY Deg DATE 1/17/2005 G R O U P �� '/� P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-5603•FAX(570)3239902 SCALE 1 Garage- Single Story 11 1 �— —_ 1 _ 'Overturning Connections WFCM- SBC (1995) Required Holddown Capacity _T 1 T= v xh a 1 �WFCM - SBC 1995 Figure 2.2d 1 - --�- @ 1stFloor(1st Story Garage to Foundation) T= 322 plf x 1 8.0 ft. _ ! 25176 i Ib Use USP Holddown TDX2 w/(2)5/8" dia. Bolts in each 2"x 6" Double Stud--i 1 land (1)5/8"dia. Anchor Bolt embedded 12" into Concrete Foundation -- I OR 15" into Masonry in accordance with WFCM 3.2.1.7. --1_ (3330 Ib x 0.86 Species Factor= 28614 Ib Allowable Load) 1 —� 1st Floor 1stStor_Garag - - T( �— y --�—��fight Wall Only) — T e t Foundation 080 ��— I 80 w 4 1"�di0�tsbn2"x „Tri I 1260 If x TDX14 / ) a 6 pe Stud _ Use USP Holddown 1 J J 1 ;and 1 1" dia. Anchor Bolt embedded 12" into Concrete Foundation I 1 OR 15" into Masonry in accordance with WFCM 3.2.1.7. - - - -- (13,000 Ib x 0.86 Species Factor= 11,180 Ib Allowable Load) -T1 � I t 1 I I II II I I i • • •wns — TD & TDX seriescontinued Use bearing Plates/�► Threaded rod betwcen nut and stud Wall stud —� Typical TDX6 installation End dietancc V r K� Holdown installation between floors D15L. - D y Bolts must be ordered separately. .1 jAa See page 22 for available sizes. TDX6 Dimensions Bolt Schedules Allowable Loads (Lbs.)ria a To To Minimum Length of Bolt in Vertical Member Deflection Required at 1- 3- bl Stud Sill Plate Required 311 2' S12" 312" Bolt Allowamble USP SteelAnchor End Dlvislon Design _ Stock No. Ref.No. Gauge W H D CL Bolts Bolts Distances 133%, 160% 137% 160% 133% 1601/. 133% 1801/, 910 Load" T02 HD2 7 2-3'8 5-3/4 2-314 1-12 (2)518 (1)518 4-12 1615 1940 1 2860 3435 2860 3430 2850 3415 1035 0.069 105 HD5 7 2-7/8 6-318 3-12 2-1/8 (2)314 (1)314 5.1/4 1920 2305 1 3755 4180 4090 4180 4070 4180 1540 0.101 ,y TD6 HD6 3 3 12-318 31/4 1-314 (3)3/4 (1)1 5.114 2855 34301 5545 6655 6135 620 6140 6720 -- 0.083 TD7 HD7 3 312 11-3/4 33/4 2.118 (3)718 (1)1.118 6.118 3215 3860 I 6360 7600 7465 760D 7600 7600 5600 0.098 TD9 HD9 3 312 16.12 4.114 2-1/8 (3)l (1)1.118 7 3545 4255 1 7165 8595 8435 10125 10485 10485 6325 0.078 TD12 HD12 3 312 20-12 4.114 2-118 (4)1 (1)1-1/8 7 4150 4980 8955 10745 10680 12815 13260 13260 6980 0.113 TD15 HD15 3 3112 25 4-3/8 2-1/8 (5)l (1)1-1/4 7 4515 5420 10340 12410 12495 14935 165W 19910 7020 0.075 - alll� TDX211 HD2A 12 2-1116 8.118 2-314 1-12 (2)5/8 (1)518 4-12 1550 1860 2775 2770 3325 2765 3315 745 0.104 TDX5u•u HD5A 10 2-12 9-3/8 3-718 24116 1(2)314, (1)314 5-114 1875 2250 3695 4435 4000 1 4800 3950 4775 1085 0.083 TDX6 HD6A 7 312 11-1/8 33/4 2 (2)718 (1)7/6 6-118 2215 2660 4365 5235 5100 6120 5525 6630 1500 M0.051TDX8 HDBA. 7 3-12 14-518 33/4 2 (3)718 (1)718 6.118 3D95 3715 6390767 7530 9035 BW5 9710 2350 T0X10 HD10A 7 312 18-1/8 33/4 2 (4)7!8 (1)T/8 6-118 3740 4490 6185 9820 9740 10860 10380 70860 2775 TDX14u HD14A 3 312 20-12 3518 2-1/8 (4)1 (1)1 7 4190 5030 9090 10215 10835 1 13570TDX2ouHD20A 3 4-3/4 20-314 4-1/4 2-318 (4)1 (1)1-1/4 7 4515 5185 9475 10215 11220 13555 1 1)Allowable bads shown are for single shear connections and may be doubled for back-b-back installations.The designer must verify post and anchor bolt capacities. 1 2)Allowable bads have been increased 33-1/3%or 60%for wind or seisntic bads;no further increase Shan be permitted. 3)The designer must specify stud or post to resist published bad values. 4)The designer must specify anchor bolt type,length,and embedment 5)All models may be installed from St greater than he required anchor end connected with no chart bad reduction. l 6)Deflections are derived hom sta8c,monotonic load tests of devices connected to DF-L wood members with specified fasteners. 7)The designer shall consider the effect of compression,bearing,tension,and combined bending due to device eccentricity when applicable. 8)Division 91 loads may be required in City of Los Angeles area only. 9)Division 91 bads per Cly of Los Angeles PIBC 2DO1-71,effective 6-21-tit. r 10)Hoklowns raised off of the snl plate may have higher deflection values. 9 , 11)TDX5 may be installed to a 518-anchor bolt with no reduction in bad,provided a standard washer is used under the nut 12)These stock numbers were previously known as ADS models. New products or updated product information are designated in red. www.USPconnectors.com c Nnne for:- a-mail: info@USPconnectors.com 11 ®Co ri ht 200,1 United Steel Products Company PY 9 P Y USP944-041 ' L A R s O r1l JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 60 OF 70 O E S 1 G N Architects•Engineers•Survevors CALCULATED BY Deg DATE 11/17/2005 ' G R O U P P O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE ( TA' Phone(570)323-6603•FAX(570)323-9902 SCALE ' Garage- Single Story I I � � -- Overturning Connections (cont'd) WFCM SBC It 995) 2.2.4 Check Tensile Strength of Studs to Transfer Overturning Loads -� (Front, Rear and Left Walls) Assume 2"x 6" Spruce-Pine-Fir Double Studs Nominal Tensile Stress F - 350 si ANSI /AF& ' - PA NDS (1997)Table 4A I _ I t P i Load Duration Factor 1 - i I CD= 1.6 'ANSI /AFBPA NDS 1997 Table 2.3.2 Size Factors 1.0 ANSI/AF&PA NDS (1997)4.3.2 i } - -- - - T-- -- — � Allowable Tensile Stress - - - i F Ft D F C C 5� pis l ANSI /AF - --- - - p �m � --1Net Area ofJSt d PA NDS (1997)Table 2.3.1 --' - --r-- - ]I--- 13.50 in z int total _11" hole (1 x 3') =I 13.5 in) le T - 1— � ---1 -'— Allowable I � i ensile Load P,= F(A= 7560 Ib > 2576 Ilb - -OK� J 1 -i 1--- L A R S o N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 60[7-) OF 70 E> E S I G N Architects•Engineers•Surveyors CALCULATED BY , Deg DATE 1/17/2005 G R O U P �� � P.O.Box 467-Williamsport,PA 17703-0467 CHECKED BY DATE f r-L-( ✓� Phone(570)323.6603•FAX(570)323-9902 SCALE ' Garage- Single Story T Overtu nin Connections Icont'd1 WFCM -SBC (1995)2.2.4 'Check Tensile Stren th of Studs to Transfer Overturning Loads g g j Wall (Right ) i Assume 2"x 6" SP P Spruce-Pine-Fir Triple Studs I +___' - -� I Nominal Tensile Stress F = 350 I I t .psi I� 'ANSI /AF&PA NDS 1997 Table 4A Load Duration Factor CD= 1.6 ANSI /AF&PA NDS (1997)Table 2.3.2 ,Size Factor I �I 1 TI -- -- 1 - - — I F _TA32 C - 1 0 NSI /AF&PA NDS 1997 4 Allowable Tensile Stress i I F' LF C C I 560 ' � - - ( ) ___ - L - t D IF= psi -- ANSI /AF&PA NDS 1997 Table 2.3.1 -- - - TJ__ -- �Net Area of Stud i -��_ 19.8 in� 24.75 in total - 1.125" hole .125 x 4.5 19.6 ' - -- - ( - ( ") = 8 in �- Allowable Tensile load _� �- _ Pt - Ft A - 11021 Ib > 10080 :11b OKI( � 1 � ; , � - - 1-I i f I - I ' -- I I I � fi I I -T ' L A R S o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 61 OF 70 E 5 I G N Architects•Engineers•Surveyors CALCULATED BY De DATE 1/17/2005 ' G R O U 14 I P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY t/ DATE Phone(570)3236603•FAX(570)323-9902 SCALE ' Garage- Single Story _�- -- ISlidinp Connections (cont'd) Design 1 st Story Garage to Sill Plate Connection f Assume Typical 1 st Story Garage to Sill Plate Connection made with -- 16d toenails at 6" D.C. -1- -1- I 1 I Specific Gravity of Member i I I J _ IG = T Thickness of Member — l- --- 1.50 -- -- �I� t - -- - - Nominal Lateral Capacity of Nails in Single Shear 1 Z= 88 Ilb ANSI /AF&PA NDS (1997) Table 12.3A ' Load Duration--- ron 1 -- -i- D ANSI/AF&PA NDS (1997)Table 2.3.2 Penetration Depth Factor Cd = 0.62 iT�� -- !ANSI /AF&PA NDS 1997 12.3.4 Toe lF L �._ Nail Factor Cm = 0.83 i --- Allowable -- T, -- i ANSI/AF&PA NDS 1997 12.3.7 le�p Capacity I Single Shear } l - j --_ ateral Ca acd of Nails in Z' Z CD Cd Ch, - 7-17 EL 2 Ib ANSI/AF&PA NDS (1997)Table 7.3-1 Required Lateral CapacityI, 4 —�vI (Vroor)/213Ref Sheet 47 --- ------ �- --- --1 120 'pl --, 1 L A rz s O N 3oB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO 62 OF 70 C E 5 1 G N Architects•Ena'neers•Surveyors CALCULATED BY DATE 1/17/2005 R O U P � P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE 1 Garage -Single Story ! -- - ,Sliding Connections (cont'dl Design 1st Story Garage to Sill Plate Connection'' it I i i I ' Nail Spacing (in.) i Lateral Capacity (plt) -- 6 y —145 <== Use 16d toenails at T D.C. 14 217 -I -- — 3 290 — II II i I — — I I i I i - 1 I I I I I I I I ' � I II � ,-- 1 T � 1 I I I I I I I I I II I I I I I L A rz s o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 63 OF 70 Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE 7 Phone(570)323-6603•FAX(570)323-9902 SCALE ' Garage-Single Story Sliding Connections (cont'd) 'h Design Sill Plate to foundation Connection !Assume 1/2"dia. Anchor Bolts at 4' o.c. Anchor Bolts shall be provided within 12" of the ends of each Sill Plate section. �t rSpecific Gravity of Sill Plate I I � G - 0.42 I � ! 'I l - ---{- I I Thickness of Sill Plate -- - - - ts 1.50 in. ! j � Nominal Lateral Capacity for Bolt in Single S n le heart I ii Parallel to the Grain I 1 - i Z„ 570 Ib ANSI /AF&PA NDS (1997)Table 8.2E i tLoad Duration Factor Ll C - 6 ANSI/AF&ANDS 1997 T _ ( ) — D - ab1e232 Allowable Lateral Capacity for Bolt inSin le Shear Parallel to the Grain �-Ztt C�912 Jlb -9- � � ANSI I/�F&PA NDS 1997 Table 7.3.1 __ --- -1_ ( ) J _ Required Lateral Capacity {-- I - V /2B i - Ref. 7 I v ( roof) � e Sheet 4 I 120 If P I i -� Bolt Spacing (ft.) j Lateral Capacity (plf) 4 ! 228 I<_- Use 1/2" dia. Anchor Bolts at 4 0 D.C. 3.5 261 3 I 304 ' 2.5365 456 -i- - ! - 2 I I! I 1.5 608 1 L A R S O N JOB Apex Homes, Inc. QN-12412 / NY LDG: 6314-008 SHEET NO. 64 OF 70 E S I G N Architects•Engineers•Surveyors CALCULATED BV Deg DATE 1/17) /Zoo$ 1 G R O U P —�I P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE 1 Garage- Single Story - _- - Sheathing Connections _ - it J WFCM -SBC (1995)2.2.5 Roof Sheathing (as a 1 Story Building) WFCM -SBC (1995)2.2.5.1 Design Roof Sheathing Connection to Resist Suction Loads _, 1 �l�IFastest- Mile Wind Speed 100 !mph CNYS (2002)Table R-30 1. 2.1.3 CM Suction Pressure from Wind' S 11995 e 2e 2 4A 1 i _ C ( )Table Perimeter Edge Zone= 62.7 psf Interior Zone = 35.6 psf - �- �- 1 - ! Mean Roof Height= 13.5 'ft. < 15 - ft. See Table 2AA Footnote 2 nmeter Suction Press-ure -- 0.80 (Pressure) educeld -i.- = 50 plf J—L Reduced Interior Suction Pressure = 0.80 (Pressure) - 28 plf I Perimeter Ed ge�Width --I ,Minimum Building Dimension _24 1 � 10% Minimum Building Dimension 24 ft But not less than 3 Ift. 1! Table 2 4A Foot - 1 - - - Spacing- - -- - + ' I I -RoofFramlg l- L � I d Spang - 16 in D.C. Unit Suction Load from WinTE - 1 Perimeter Edge Zone - 50. y psf 1.33 'ft = 67 plf _ — - L_ Interior Zone = 28.48. psf x 1 1.33 ft = 3 i - i i L A R S o N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 65 OF 70 N Architects•Engineers•Surveyors CALCULATED BYDeg DATE 1/17/2005 G R (D U P P.O.Box 467•Williamsport,PA 17703-0487 CHECKED BY DATE r Phone(570)323-6603•FAX(570)323-9902 SCALE Garage-Single Story Sheathing connections (cont'd) WFCM - SBC (1995)2.2.5 Roof Sheathing WFCM - SBC (1 995)2.2.5.11 Roof Sheathing Connection to Resist Suction Loads Design Ro g 1 - -- -- 'Assume Typical Roof Sheathing is 7/16" OSB with 8d nails at 6" D.C. panel edge nailing and 12"D.C. at intermediate supports "Specific Gravityof Roof Framin G - 42 9' I Diameter of Nails I T i D = 0.131 in. - — ��— �- -�Length of Nails i 2.50 In, L = Thickness of Sheathlin -_ �t — 0.4375 1n. - - -- - Nominal Nail Withdrawal g Value ' L i W= 21 Ib/in. ILI ANSI /AF&PA NDS (1997)Table 12.2A Load Duration Factor T J 11.6 - -- ANSI/AF&PA NDS (1997) 2.3.2 I - 'Allowable Nail Withdrawal Design Value --L JW W CD�= 34 Ib/yin ANSI /AF&PA NDS (1997)Table 7.3.1 1-7 1 L A rz S o N aoB Apex Homes, Inc. ON-12412/ NY LDG: 6314-008 SHEET NO. 66 OF 70 1 O E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 11/17/2005 G f2 O U P —t P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE 1 Garage- Single Story Sheathing Connections (cont'd) �L L__-WFCM -SBC (1995) 2.2.5 'Roof Sheathing iWFCM -SBC (1995) 2.2.5.11 1 - � , SII ' ' Design Roof Sheathing Connection to Resist Suction Loads Length of Nail Penetration 9 � I � 1 � I I IL - L-t- 2.063 in. 1 - Withdrawal Capacity per Nail = W' Lp = 69 Ib —i — Required Suction Load Capacity - -J -- - -- � i Perimeter Edge Zone = 67If 9 . P !1 = 38 plf Interior Zone I I ; 1 I�i - --- I al Ca aciNail Spacing (in.) WithdrawtY (-PIf.) I� 12 - I 69 Use 8d nails at 12"o.c. at intermediate supports - 139 j �- -- � I III I I s - - - � 1 4 --�_ 208 -' - - - � 3 277 j— I �I I 1 I I I I I I T I T i I I i I I I I I I I L A R S O N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 67 OF 70 E 5 1 G N ArchRects•Engineers•Surveyors CALCULATED BY Deg DATE 1/1712005 G R O U P P.O.Bax 487•Williamsport,PA 17703-0487 CHECKED BY V DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Garage-Single Story - I - Sheathing Connection (cont'd) WFCM - SBC (1995)2.2 - Roof Sheathing WFCM - SBC (1995)2.2.5.1 ' Design Roof Diaphragm to Transfer Shear Loadsl Unit Shear Capacity Requirement _ _ I - - L Max Vroof- 5760 ' Ib I �Ref. Sheet 47 13 24 ft. — iv =Vmof/2 B = 120 plf tShear Capacity for Diaphragm Assembly' WFCM SBC (1995)Supplement Table 2C _ � I ' - --- --- - Framing Species Specific Gravity - G = 0.42 iL - i Assume Roof Diaphragm is 7/16" OSB with 8d nails at 6"D.C. panel ledge g and 12"D.C. at intermediate supports (Unblocked) Ta_�- - i 20 plfi- J��J.._ � -- bulated Value - 1 4 v-s-- 1.40`(T�ab. Value) See Supplement Table 2CFootnote .T 1 I 168 'plf 120 Iplf OK _ _ 1 I I I I I I I i II I III . I - - - - I I I ' L A R s O N jos Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 68 OF 70 D E S I G N Architects•Engineers•Survevors CALCULATED BY Deg DATE /17/2005 ' G R O U P P.O.Box 467•Williamsport,PA 17703-0487 CHECKED BY DATE � D Phone(570)323-6603•FAX(570)323-9902 SCALE Garage- Single Story J - � - Sheathing Connections WFCM - SBC (1995) 2.2.5 I I I I Wall Sheathing WFCM -SBC (11995)2.2.5.21 Design Wall Sheathing Connection to Resist Suction Loads - J _L Fastest-Mile Wind Speed =11 100 !mph IRCNYS (2002)Table R301.2.1.3 Suction Pressure from Wind WFCM SBC (1995)Table 2 ABI T I Edge Zone = 37.2 psf Interior Zone - 31.8 ipsf, -- J� Mean R � �� Footnote 2 � ' Roof Height = 13.5 ft. < 15 ft. See Table 2.46 - ' - Reduced Perimeter Suction Pressure - 0.80 (Pressure) - 30 plf Reduced Interior Suction Pressure = 0.80 (Pressure)_ 25 plf i- - - _-,Edge Zone Width I Building Dimensionn_ 24 ft - Minimum - Z - 10% Minimum Building-� - -- , — Dimension 2.4 'ft. fff i 1 But not less than 3 ft. i Wall Framing Spacing = 16 lin D.C. Unit Suction Load from Wind ' Edge Zone - 29��6,11psf � 1.33 'ft. = 40 plf -- - -- � � 25.54 psf x 73 ft. = I 34 Ip Interior zone If i I SII I I L A R S o N joS Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 69 OF 70 E�l E S 1 G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 ' G R O U P � � P.O.Boz 487•Williamsport,PA 17703-D487 CHECKED BY "VLH/ DATE ' o� Phone(570)323-6603•FAX(570)323-9902 SCALE Garage - Single Story — - Sheathing Connections (cont'd) WFCM -SBC (1995)2.2.5 ;Wall Sheathing WFCM - SBC (1995)2.2.5.211 1 I Design Wall Sheathing Connection to Resist Suction Loads i el''1 Wall Sheathing is 7/16" OSB with 8d nails at 6" D.C. panel edge nailing I supports and 12' D.C. at intermediate Specific Gravity of Roof Framing) G = 0.42 { - - I Diameter of Nails I D - 0.1 931 in. ' Len th f Nails 1 I ! I L 2.50 In. � 'Thickness of Sheathingj II f j --- -- -- 1 Nominal Nail Withdrawal Design Value ' W= 21 b/in. ! ;ANSI /AF&PA NDS (1997)Table 12.2A�1 Load Duration Factor 1 CD = 1.61 ANSI /AF&PA NDS 1997 2.3.2 �-- Allowable Nail Withdrawal Design Value hI W' =W CD = 34 lb!lin. ANSI /AF&PA NDS (1997)Table 7.3.1 -- L a R S O N JOB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 70 OF 70 E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE /17/2005 ' G f2 O U P ------ P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE ' Phone(570)323-6603•FAX(570)323-9902 SCALE Garage-Single Story Sheathing Connections (cont'd) L WFCM - SBC (1995)2.2.5 :Wall Sheathing I WFCM -SBC (1995)2.2.5.2 Design Wall Sheathing Connection to Resist Suction Loads Length of Nail Penetration - _ LP = L t=IS2.063 'in _ - — - BIW L J� P 1 i Withdrawal Capacity per Nail W' L 69 Ib � I Required Load ._. -- - -- ---- — Perimeter Edge Zone = 40 plf ' Interior Zone = 34 plf (Nail S 'Z in m. Wlt, 69 �. <_= Use Sd nails at 12"o.c. at intermedia to su o � p g ( ) hdrawal Capacity(plf) _, .. - 69 <== - pP rts I i 139— ,— --- -- ---- 4 '- ' L I - - I I� I r - - I i i I I I ! L A R s o N GAS•01 JOB Apex Homes QN-12412/NY SHEET NO. OF J3 E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 ' G R O U R n P.O.Boz 487•Williamsport,PA 17703-0487 CHECKED BY I lC DATE Phone(570)323-6603•FAX(570)323-9902 SCALE F SYSTEM/CONNECTIONS — - Main House I ,Rafter Spacing ii - 16 in (Snow Load (p9) _ 45 psf (BCNYS Figure 1608.2)1 1 Roof Pitch I'�_ 11= 7:12 � LOADS Dead Load - 10 psf 1.3333 �= 13.333!plf ' T Live Load + 20 �j` 13333 = 126.6671plf '(Atticw/Storage) --- L! Snow Load Cs '= 1.00 (ASCE 7-98 Figure 7-2) T _ -- --_ C�I Ps balance )d ♦ T �J— _ 0.7 Ps ( 1.3333 -- �_ . — 420 iplf -�— P - !— 1- �Ps(unbalanced) - _11.5Ps 1.51.031.5` 1psf �— -- L- — ', L 1 - --1 _ _ I*- P 63.0 If J 4725 sf 11.33331 _. '-- Convert Load from -- - -- I HorizontalProjection to�Sloping=Loa d _13. 81�92�1,- -; - ! -- 12 — Balanced Snowy _ 42.0 plf I�` 0.86381, = 36 3 'plf w 63.0 If ! 0.8638 - 54.4 If Unbalanced Sno P I __ w a > TABLE 1609.6.2.1(2) a COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE BE m ZONE PEP EFFECTIVE BASIC WINO SPEED V Imph-3-second SUM) 0 II FIDVflE WINO ANEAe ttT 1609.3(21 I 1 65 9a 190 105 IID 1R0 1R5 130 ta0 1a5 150 1 N 1 10 100 -130 100 -14.6 100 -t80 100 19.8 100 -218 10.5 -25.9 114 -28.1 124 -130.4 143 35.13 154 -3]8 16.5 -00.5 21.1 -507 IJ 1 20 10.0 -12] 100 -141 100 -i].5 100 -19.3 100 -21.2 100 -25.2 10.7 -27.6 11.6 -29.6 134 -34.4 14.4 76.9 154 -394 19.8 -50.7 1 50 100 -12.2 100 -13.7 TOA -169 100 -183 10.0 -205 100 -264 100 -26.4 106 -286 123 -33.2 13.1 -135.6 14.1 -38.1 18.1 -48.9 1 100 11 10.0 -119 1 100 -133 100 -16.3 100 -18.2 10.0 -199 100 -237 10.0 -25.7 10.0 -278 114 -32.3 122 -34.6 130 -3].0 Ib] -4]fi 0 2 10 100 -21.8 IUD -24A 10.0 -30.2 10.0 -33.3 10.0 d6.5 105 -0J.S II4 -4].2 12.4 -51.0 14.3 -59.2 15.4 -63.5 165 -67.9 21.1 -8].2 2 20 10.0 -195 10.0 -218 100 870 100 -29] 100 726 100 -388 10.] -02.1 IL6 A5.6 114 -529 144 -56> 15.0 60] 19.0 0 2 50 10.0 -16.4 100 -184 10.0 -E,7 10.0 -25.1 100 -PS 10.0 -32.] 100 -135.5 10.6 784 12.13 -134.5 13.114.1 -51.1 18.1 -G5.7 2 100 10.0 -14.1 100 -15.8 100 -19.5 100 -21.5 100 -23.6 100 -203 100 30.5 100 -33.0 114 -38.2 12.2 -41.0 IJO -d3.9 16.] -56.0 c 3 10 100 -328 10.0 -16.8 100 -454 too -50.1 too -55.0 10.5 .65.4 11.4 .710 124 -768 143 -89.0 15.4 -953 16.5 1022 21.1 -1713 3 20 100 -272 100 -30.5 1110 -37.6 10.0 -015 100 -45.5 100 -54.2 10] -58.8 11.6 -636 13.4 -73.8 144 49.1 154 -04.] 19.8 -IOBJ 1 3 50 10.0 -19.] 10.0 -22.1 10.0 -P3 700 -70.1 10.0 -33.1 too -393 10.0 -42.] 10.6 -462 12.3 -53.5 13.1 -57.0 14.1 -615 18.1 48.9 ` 3 100 100 -14.1 10.0 45.8 100 -195 100 -215 100 -276 100 -28.1 10.0 -305 100 -330 II4 78.2 12.2 -d10 130 -41.9 I6.] -56.4 i e32010.0 -119 Ion -133 104 -16.5 11.4 -18? 125 -19.9 14.9 -233 ' 162 353 1]5 -22810.0 -116 10.0 -13.0 100 -160 104 -17.6 114 -19.4 136 330100 -IIA 10.0 -125 10.0 -154 100 -I>0100 -186 11.9 -22.10.0 108 100 -til 100 -14.9100 -16.5 100 -10.1 10.5 QLS 100 -25.1 10.0 -28.2 104 -34.8 114 -18.3 12.5 -42.1 14.9 -50.1100 -228 100 35.6 100 -JL5 104 -348100 -197100 82.1 10.0 -273 10.0 -30.1100 -17.4 IU.O -195100 -228 10.0 -256 10.0 -315 10.4 -348 114 -782 IJ6 -45.4 14,8 -49.3 Ifi0 -5135 18.5 -618 19.9 -667 213 -]L0 2].l -91.2 J 50 10.0 -193 100 -22.1 100 -27.3 100 -30.1 100 -33.0 119 -397 12.9 -42.] U.9 -46.1 167 -53.5 1].3 -574 18.5 -61.4 23.8 -70.9 3 100 100 -174 10.0 -195 10.0 -24.1 100 866 10.0 -29.1 105 -347 114 -37.6 12.4 -40.] 14.3 -41.2 1 154 -506 1 16.5 -Sd2 21.1 -696 I 10 11.9 -130 13.3 -146 16.5 -180 18.2 -19.0 19.9 -21.8 237 -25.9 253 -28.1 2].8 -30.4 323 -35.3 34.6 -328 37.0 -405 dt6 -520 O I 20 11.6 -12.3 13.0 -138 160 -17.I I].b -18.8 19.4 -207 270 -246 250 -263 2].0 -289 JIA -735 ll] -35.9 I6A -784 46.3 -493 I 50 11.1 -115 125 -128 154 -159 17.0 -1]5 186 -19.2 222 -22.8 24.1 -24.8 26.0 -26.8 70.2 -1 1.1 324 -33.3 346 -35] 445 -43.8 T u I IN 108 -10.8 12.1 -12.1 149 -149 16.5 -16.5 16.1 -18.1 215 -215 237 -233 252 -252 29.3 39.3 314 -314 71.6 332 -47.2 a C 0 2 10 119 -15.2 U3 -I]0 16.5 -210 182 -23.2 19.9 -255 2313 -303 253 -32.9 278 756 ]213 -412 34.6 -041 l]0 -47.3 0]6 11.6 -145 130 163 160 -20.1 17.6 -22.2 19.4 -24.3 23.0 -29.0 250 -1314 2]0 -340 314 -39A 333 -42.7 360 -45.3 46.7 -58.1 \ 1� ° 2 50 11.1 -1133 125 -1513 15.4 -189 110 -208 186 -22.9 222 -27.2 24.1 -29.5 26.0 -320 302 -37.1 324 79.8 34.6 42.5 445 -546 t1, !. W 2 100 10.8 -130 12.1 -146 149 -18.0 16.5 -198 18.1 -21.0 215 -25.9 23.3 -28.1 25.2 -30.4 293 -353 3147]8 33.6 C o 3 10 119 -152 11.3 -i]0 165 -210 I8? 37.2 199 -25.5 23.7 -30.3 257 -32.9 27.8 -35.fi 32.3 41.2 34.6 -042 370 -4].3 WO J 20 116 -113.5 IJO -16.3 160 -20.1 1],6 32.2 19.4 -243 230 -29.0 250 -31.4 2].0 -740 314 -394 3133 -427 -051 46.3 -58.1 Z 14.6 3 50 II.1 -133 125 -153 154 -18.9 120 -208 186 329 22.2 -27.2 24.1 395 26.0 -320 301 -P.1 724 -79.8 -423 4l5 -546 �) 3 100 109 -130 12.1 146 14.9 180 165 19.8 18.1 -21.8 215 -25.9 23.7 -28.1 252 -304 291 -135.7 114 -13].8 376 -40.5 di.2 -52.0 Q4 10 13.0 -14.1 14.6 -15.8 18.0 -195 198 315 218 -236 259 -28.1 28.1 -30.5 304 -330 353 -382 3]8 -010 405 -039 520 -564 I O 4 20 124 -115 139 -15.1 17.2 -I8.] 18.9 -20.6 208 -22.6 24.7 -26.9 268 -29.2 290 -316 JJ] -363 36.1 79.1 JB] -42.1 49.6 -513.1 m 4 50 116 -127 IJO -14.7 16.1 -17.6 178 -194 19.5 -213 232 -25A 25.2 -2]5 2].2 -29.8 J16 -34.6 31.9 -77.1 362 -139.] 46.6 -510 y N TI 4 100 11.1 -12.2 124 -13.6 153 -168 169 -185 185 -204 22.0 -242 239 -263 259 -204 300 -330 32.2 -354 344 378 44.2 -d86 C Z 3 5 IU 13D -124 14.6 -19.5 18.0 84.1 198 366 218 -29.1 25.9 134] 28.1 -13].6 304 -403 353 -4'1.2 378 -50.6 405 -54.2 520 -696 0 m 5 20 124 162 13.9 -18.2 1]2 -225 189 -24.8 208 -2]2 247 -324 268 -15.1 29.0 780 Jl3 -44.0 76.1 -472 130.7 -505 496 -W.9 0 5 50 Il.fi -1137 130 -165 16.1 -203 17.0 -224 195 346 23.2 -293 25.2 -31.8 27.2 -34.3 316 -wa 33.9 -423 362 -451 Jb.fi -501 D 5 Ito 11.1 -13.5 12.4 -15.1 153 -18.] 169 -206 18.5 -226 22.0 36.9 279 -292 25.9 -316 300 -367 J2.2 793 344 42.1 44.2 -Sd.l r Iv NFor Sl; 1 foot=304.8 mm,l mile per hour=0.44 m/s,1 degree=0.01745 rad. IOn Oy -1 a.For effective areas between those given above,the load is permitted to be interpolated;otherwise,use the load associated with the lower effective area. W l / 1 �} </ Z m Y/ �3 O.C, % 89 7 S /�Iie, a ("I YJ Mnr. PJf✓tet I (�Y //'� /( , �� r 7S�iF. ,r/ 11`/��' qi- 'c T� tJ l.' TABLE 1609.6.2.114)-1609.6.4.1 STRUCTURAL DESIGN TABLE 1609.6.2.1(4) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTSa EXPOSURE MEAN ROOF D (feet) B O t 1.21 1.47 15 1.00 ���� 1.00 1.29 1.55 20 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 ' 50 1.16 1.56 1.81 55 1.19 159 1.84 601.22 1 1.62 1.87 ' For SI: 1 foot=304.8 man. a.All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. 1609.6 Simplified provisions for low-rise buildings. 1609.6.2.2 Load case.Members that act as both part of the main windforce-resisting system and as com- 1609.6.1 Scope.The procedures in Section 1609.6 shall ponents and cladding shall be designed for each Sep- be used for determining and applying wind pressures in arate load case. the design of simple diaphragm buildings with flat, gabled and hipped roofs and having a mean roof height 1609.6.3 Edge strips and end zones. The width of not exceeding the least horizontal dimension or 60 feet edge strips(a) shall be 10 percent of the least horizontal (18 288 mm),whichever is less,subject to the following dimension or 40 percent of the eave height,whichever is limitations: less but not less than either 4 percent of the least hori- The provisions of Section 1609.6 shall not apply to zontal dimension or 3 feet (914 mm). End zones as buildings sited on the upper half of an isolated hill or shown in Figure 1609.6.(l) shall be twice the width of escarpment meeting all the following conditions: the edge strip(a). I.The hill or escarpment is 60 feet (18 288 mm) or 1609.6.4 Main windforce-resisting system(MWFRS). ' higher if located in Exposure B or 30 feet (9144 All elements and connections of the MWFRS shall be mm)or higher if located in Exposure C. designed for vertical and horizontal loads based on the 2.The maximum average slope of the hill exceeds combined leeward and windward wall pressures and roof pressures determined from Table 1609.6.2.1(1). 10 percent. pressures shall be applied in accordance with the load- 3.The hill or escarpment is unobstructed upwind by ing diagrams shown in Figure 1609.6(3)to the end zone other such topographic features for a distance and interior zone as shown in Figure 1609.6(1). The ' from the high point of 50 times the height of the building shall be designed for all wind directions. For hill or 1 mile(1.61 km),whichever is less. buildings having flat roofs a ridge line normal to the wind direction shall be assumed at the mid-length 1609.62 Wind pressures. dimension of the roof for all directions considered.Each 1609.62.1 Load determination. Structural mem- comer shall be considered in turn as the windward cor- bers, cladding, fasteners and systems providing for ner. the structural integrity of the building shall be ' designed for the loads from Tables 1609.6.2.1(1), 1609.6.4.1 Overhang loads. The pressures to be 1609.6.2.1(2) and 1609.6.2.1(3) using Figure 1609, used for the effects of roof overhangs on MWFRS multiplied by the appropriate height and exposure shall be taken from Table 1609.6.2.1(1) and includes ' coefficient from Table 1609.6.2.1(4) and importance the effect of the wind on both the bottom and top sur- factor from Table 1604.5. faces. ' 306 BUILDING CODE OF NEW YORK STATE R. ® Job No Sheet No Software licensetl t.[-.rs,tn Design Group Inc Part Job TithPer By D"tel 8-Jan-05 Chd Client Fit' 71228.std Date/t,.. 18-Jan-200509:34 '10 7 8,4 13 9 -, 12 fia 2 2 Load I Whole Structure iii PrintTime/Date 1810IM050934 STAAD.Pro for Windows Release 2004 Print Run 1 of 1 sX V3 Tuesday, January 18, 2005, 09:35 AM PAGE NO. 1 (10� � tE'y r # * STAAD.Pro + * Version 2004 Bld 1002.US + ' * Proprietary Program of * Research Engineers, Intl. * Date= JAN 18, 2005 + Time= 9:35:43 * + + USER ID: Larson Design Group, Inc. 1. STAAD SPACE 2716" 7:12 ROOF PITCH INPUT FILE: 11228.STD 2. START JOB INFORMATION 3. ENGINEER DATE 18-JAN-05 4. END JOB INFORMATION ' S. * 16" O.C. 45 PSF GROUND SNOW, 120 MPH WIND 6. INPUT WIDTH 79 7. UNIT FEET POUND 8. JOINT COORDINATES ' 9. 1 0 0 0; 2 9.75 0 0; 3 13.75 0 0; 4 17.75 0 0; 5 27.5 0 0; 6 9.75 5.6875 0 10. 7 17.75 5.6875 0; 8 11.895 6.93846 0; 9 15.6055 6.93846 0; 10 13.75 8.02083 0 11. MEMBER INCIDENCES 12. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 1 6; 6 6 8; 7 8 10; 6 10 9; 9 9 7; 10 7 5 ' 13. 11 2 6; 12 4 7; 13 8 9 14. UNIT INCHES POUND 15. DEFINE MATERIAL START 16. ISOTROPIC SPF2 17. E 1.4E+006 18. DENSITY 0.0151667 19. ISOTROPIC SYP2 20. E 1.6E+006 21. DENSITY 0.0180556 22. END DEFINE MATERIAL 23. MEMBER PROPERTY AMERICAN ' 24. 5 6 9 10 PRIS YD 7.25 ZD 1.5 25. 7 8 11 12 PRIS YD 3.5 ZD 1.5 26. 13 PRIS YD 5.5 ZD 1.5 27. 1 TO 4 PRIS YD 9.25 ZD 1.5 ' 28. CONSTANTS 29. MATERIAL SPF2 MEMB 5 TO 13 30. MATERIAL SYP2 MEMB 1 TO 4 31. MEMBER TRUSS 32. 11 TO 13 33. MEMBER RELEASE 34. 7 START MZ 35. 8 END MZ ' 36. SUPPORTS 37. 3 PINNED 38. 1 5 FIXED BUT FX MZ 39. UNIT FEET POUND ' 40. LOAD 1 DEAD ' L: \Structures\6314-007 -008 Apexl Calculations\12912\STAAD\71228.an1 Page 1 of 11 Tuesday, January 18, 2005, 09:35 AM 27'6" 7:12 ROOF PITCH -- PAGE NO. 2 ' 41. MEMBER LOAD 42. 1 TO 10 UNI BY -13.33 43. LOAD 2 LIVE - ATTIC STORAGE 44. MEMBER LOAD 45. 1 TO 4 UNI GY -26.666 46. LOAD 3 BALANCED SNOW (45=PG) ' 47. MEMBER LOAD 4B. 5 TO 10 UNI GY -36.2 49. LOAD 4 UNBALANCED SNOW LOAD 50. MEMBER LOAD 51. 5 TO 7 UNI GY -54.4 52. LOAD 5 120 MPH WIND (SUCTION) 53. MEMBER LOAD 54. 5 TO 10 UNI GY 89.95 ' 55. LOAD 6 120 MPH WIND (POSITIVE PRESSURE) 56. MEMBER LOAD 57. 5 TO 10 UNI GY -26.75 58. *0.75 TRANSIENT LOAD FACTOR ' 59. LOAD COMB 7 D+L+S+W (BALANCED SNOW, POS WIND) 60. 1 1.0 2 1.0 3 0.75 6 0.75 61. *0.75 TRANSIENT LOAD FACTOR 62. LOAD COMB 8 D+L+S+W (UNBALANCED SNOW, POS WIND) ' 63. 1 1.0 2 1.0 4 0.75 6 0.75 64. LOAD COMB 9 0.6D+W 65. 1 0.6 5 1.0 66, UNIT INCHES POUND 67. PERFORM ANALYSIS **WARNING** THE POISSON'S RATIO HAS NOT BEEN SPECIFIED FOR ONE OR MORE ' MEMBERS/ELEMENTS/SOLIDS. THE DEFAULT VALUE HAS BEEN SET FOR THE SAME. P R O B L E M S T A T I S T I C S ----------------------------------- tNUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 10/ 13/ 3 ORIGINAL/FINAL BAND-WIDTH= 5/ 3/ 24 DOE TOTAL PRIIMRY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 49 ' SIZE OF STIFFNESS MATRIX = 2 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 127679.4 MB 68. LOAD LIST 7 TO 9 69, PRINT MEMBER INFORMATION ' L: \Structures\6319-007 -008 Apex\Calculations\124121STAAD\71228.anl Page 2 of 11 ' 71 V Tuesday, January 18, 2005, 09:35 AM 27'6" 7:12 ROOF PITCH -- PAGE NO. 3 ' MEMBER INFORMATION ------------------ MEMBER START END LENGTH BETA JOINT JOINT (INCH) (DEG) RELEASES 1 1 2 117.000 0.00 2 2 3 48.000 0.00 3 3 4 48.000 0.00 4 4 5 117.000 0.00 ' 5 1 6 135.451 0.00 6 6. 8 29.798 0.00 7 8 10 25.772 0.00 000001000000 8 10 9 25.777 0.00 000000000001 9 9 7 29.792 0.00 10 7 5 135.451 0.00 11 2 6 68.250 TRUSS 12 4 7 68.250 TRUSS ' 13 8 9 44.526 TRUSS ************ END OF DATA FROM INTERNAL STORAGE ************ 1 70. PRINT MEMBER FORCES ALL 1 ' L:\Structures\6314-007 -008 Apex\Calculations\12412\STAAD\71228.an1 Page 3 of 11 a ,3 Tuesday, January 18, 2005, 09:35 AM 27'6" 7:12 ROOF PITCH -- PAGE NO. 4 1 ' MEMBER END FORCES STRUCTURE TYPE = SPACE -------------- ALL UNITS ARE -- POUN INCH MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z ' 1 7 1 -313.01 209.84 0.00 0.00 0.00 -4742.18 2 313.01 180.12 0.00 0.00 0.00 6480.82 8 1 -289.62 257.49 0.00 0.00 0.00 -5245.23 ' 2 289.62 132.47 0.00 0.00 0.00 12559.22 9 1 263.43 39.63 0.00 0.00 0.00 6025.66 2 -263.43 38.36 0.00 0.00 0.00 -7951.37 ' 2 7 2 -313.01 -584.05 0.00 0.00 0.00 -6480.82 3 313.01 744.04 0.00 0.00 0.00 -25393.34 8 2 -269.62 -672.44 0.00 0.00 0.00 -12559.22 3 289.62 832.43 0.00 0.00 0.00 -23557.69 9 2 263.43 608.74 0.00 0.00 0.00 7951.37 3 -263.43 -576.74 0.00 0.00 0.00 20500.18 3 7 3 -313.01 744.01 0.00 0.00 0.00 25393.34 ' 4 313.01 -584.02 0.00 0.00 0.00 6479.29 8 3 -289.62 551.48 0.00 0.00 0.00 23557.69 4 289.62 -391.50 0.00 0.00 0.00 -926.26 9 3 263.43 -576.70 0.00 0.00 0.00 -20500.18 4 -263.43 608.69 0.00 0.00 0.00 -7949.30 4 7 4 -313.01 180.14 0.00 0.00 0.00 -6479.29 5 313.01 209.82 0.00 0.00 0.00 4743.00 8 4 -289.62 228.13 0.00 0.00 0.00 926.26 5 289.62 161.83 0.00 0.00 0.00 2951.84 9 4 263.43 38.33 0.00 0.00 0.00 7949.30 ' S -263.43 39.65 0.00 0.00 0.00 -8026.76 5 7 1 552.45 325.85 0.00 0.00 0.00 4742.18 6 -208.11 264.44 0.00 0.00 0.00 -583.35 8 1 562.14 388.89 0.00 0.00 0.00 5245.23 6 -140.17 334.49 0.00 0.00 0.00 -1561.35 9 1 -558.83 -435.18 0.00 0.00 0.00 -6025.66 6 92.73 -363.86 0.00 0.00 0.00 3195.42 ' 6 7 6 411.63 84.51 0.00 0.00 0.00 583.35 8 -335.90 45.35 0.00 0.00 0.00 0.00 8 6 412.23 131.97 0.00 0.00 0.00 1561.35 ' 8 -319.42 27.17 0.00 0.00 0.00 0.00 9 6 -418.76 -195.13 0.00 0.00 0.00 -3195.42 8 316.24 19.34 0.00 0.00 0.00 0.00 7 7 8 184.99 G 42.62 0.00 0.00 0.00 0.00 10 -119.46 L 69.69 0.00 0.00 0.00 -348.77 ' L: \Structures\6314-007 -008 Apex\Calculations\124121STAAD\71228.anl Page 4 of 22 Tuesday, January 18, 2005, 09:35 AM 27'6" 7:12 ROOF PITCH -- PAGE NO. 5 MEMBER END FORCES STRUCTURE TYPE = SPACE ______________ ALL UNITS ARE -- POUN INCH ' MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 8 10 195.19 80.89 0.00 0.00 0.00 -3101.028 /`� �1•� 9 8 -249.08T -58.47 0.00 0.00 0.00 0.00 10 160.37 , -93.55 0.00 0.00 0.00 452.08 8 7 10 119.45 69.70 0.00 0.00 0.00 348.77 9 -184.98 42.64 0.00 0.00 0.00 0.00 8 10 117.26 43.06 0.00 0.00 0.00 311.28 ' 9 -153.41 18.90 0.00 0.00 0.00 0.00 9 10 -160.36 -93.57 0.00 0.00 0.00 -452.08 9 249.07 -58.49 0.00 0.00 0.00 0.00 ' 9 7 9 335.89 45.39 0.00 0.00 0.00 0.00 7 -411.63 84.44 0.00 0.00 0.00 -581.66 B 9 297.34 65.06 0.00 0.00 0.00 0.00 7 -339.11 6.55 0.00 0.00 0.00 871.49 ' 9 9 -316.24 19.31 0.00 0.00 0.00 0.00 7 418.76 -195.05 0.00 0.00 0.00 3193.13 10 7 7 208.12 264.42 0.00 0.00 0.00 581.66 5 -552.46 325.87 0.00 0.00 0.00 -4743.00 8 7 256.79 134.56 0.00 0.00 0.00 -871.49 5 -446.71 191.01 0.00 0.00 0.00 -2951.84 ' 9 7 -92.74 -363.83 0.00 0.00 0.00 -3193.13 5 558.85 -435.20 0.00 0.00 0.00 8026.76 11 7 2 403.93 0.00 0.00 0.00 0.00 0.00 t-7 / t 6 -403.93 0.00 0.00 0.00 0.00 0.00 tqe eL^/ 8 2 539.986 0.00 0.00 0.00 0.00 0.00 6 -539.98 G 0.00 0.00 0.00 0.00 0.00 9 2 -647.09 r 0.00 0.00 0.00 0.00 0.00 6 647.09f 0.00 0.00 0.00 0.00 0.00 12 7 4 403.88 0.00 0.00 0.00 0.00 0.00 7 -403.88 0.00 0.00 0.00 0.00 0.00 ' 8 4 163.37 0.00 0.00 0.00 0.00 0.00 7 -163.37 0.00 0.00 0.00 0.00 0.00 9 4 -647.02 0.00 0.00 0.00 0.00 0.00 ' 7 647.02 0.00 0.00 0.00 0.00 0.00 13 7 8 174.71 G 0.00 0.00 0.00 0.00 0.00 9 -174.71 C, 0.00 0.00 0.00 0.00 0.00 ' 8 8 166.63 0.00 0.00 0.00 0.00 0.00 9 -166.63 0.00 0.00 0.00 0.00 0.00 9 8 -77.77 i 0.00 0.00 0.00 0.00 0.00 9 77.77 ' 0.00 0.00 0.00 0.00 0.00 ' L:1Structures16314-007 -008 Apex\Calculations\12912\STAAD\71228.an1 Page 5 of 21 1 /0 7 y3 Tuesday, January 18, 2005, 09:35 AM 27'6" 7:12 ROOF PITCH -- PAGE NO. 6 END OF LATEST ANALYSIS RESULT 71. PRINT MEMBER STRESSES ALL 1 1 L:\Structures\6314-007 -008 Apex\Calculations\12912\STAAD\71228.an1 Page 6 of 11 ' �i � YJ Tuesday, January 18, 2005, 09:35 AM 27'6" 7:12 ROOF PITCH -- PAGE NO. 7 ' MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH ' MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z ' 1 7 .0 22.6 T 0.0 221.7 244.3 22.7 0.0 1.00 22.6 T 0.0 303.0 325.5 19.5 0.0 8 .0 20.9 T 0.0 245.2 266.1 27.B 0.0 ' 1.00 20.9 T 0.0 587.1 608.0 14.3 0.0 9 .0 19.0 C 0.0 375.2 394.2 4.3 0.0 1.00 19.0 C 0.0 371.7 390.7 4.1 0.0 ' 2 7 .0 22.6 T 0.0 303.0 325.5 63.1 0.0 1.00 22.6 T 0.0 1187.1 1209.7 B0.4 0.0 8 .0 20.9 T 0.0 587.1 608.0 72.7 0.0 1.00 20.9 T 0.0 1101.3 1122.2 90.0 0.0 ' 9 .0 19.0 C 0.0 371.7 390.7 65.8 0.0 1.00 19.0 C 0.0 958.4 977.4 62.4 0.0 3 7 .0 22.6 T 0.0 1187.1 1209.7 80.4 0.0 ' 1.00 22.6 T 0.0 302.9 325.5 63.1 0.0 8 .0 20.9 T 0.0 1101.3 1122.2 59.6 0.0 1.00 20.9 T 0.0 43.3 64.2 42.3 0.0 9 .0 19.0 C 0.0 958.4 977.4 62.3 0.0 1.00 19.0 C 0.0 371.6 390.6 65.8 0.0 4 7 .0 22.6 T 0.0 302.9 325.5 19.5 0.0 ' 1.00 22.6 T 0.0 221.7 244.3 22.7 0.0 8 .0 20.9 T 0.0 43.3 64.2 24.7 0.0 1.00 20.9 T 0.0 138.0 158.9 17.5 0.0 9 .0 19.0 C 0.0 371.6 390.6 4.1 0.0 ' 1.00 19.0 C 0.0 375.2 394.2 4.3 0.0 5 7 .0 50.8 C 0.0 360.9 411.7 44.9 0.0 1.00 19.1 C 0.0 44.4 63.5 36.5 0.0 8 .0 51.7 C 0.0 399.2 450.9 53.6 0.0 1.00 12.9 C 0.0 118.8 131.7 46.1 0.0 9 .0 51.4 T 0.0 610.8 662.1 60.0 0.0 1.00 8.5 T 0.0 243.2 251.7 50.2 0.0 ' 6 7 .0 37.9 C 0.0 44.4 82.2 11.7 0.0 1.00 30.9 C 0.0 0.0 30.9 6.3 0.0 8 .0 37.9 C 0.0 118.8 156.7 18.2 0.0 ' 1.00 29.4 C 0.0 0.0 29.4 3.7 0.0 9 .0 38.5 T 0.0 243.2 281.7 26.9 0.0 1.00 29.1 T 0.0 0.0 29.1 2.7 0.0 ' 7 7 .0 35.2 C 0.0 0.0 35.2 12.2 0.0 1.00 --2-2.8C 0.0 113.9 136.6 19.9 0.0 8 .0 33.4 C 0.0 0.0 33.4 16.2 0.0 ' 1.00 18.1 C 0.0 101.6 119.8 23.1 0.0 9 .0 47.4 T 0.0 0.0 47.4 16.7 0.0 1.00 --30-.5T 0.0 147.6 178.2 26.7 0.0 ' L: \Structures16314-007 -008 Apex\Calculations1124121STAAD171228.an1 Page 7 of 12 14. YV Tuesday, January 18, 2005 :35 AM. 27'6" 7:12 ROOF PITCH -- PAGE 140. 8 ' MEMBER STRESSES - ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXLAL FEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z ' 8 7 .0 22.8 C 0.0 113.9 136.6 19.9 0.0 1.00 35.2 C 0.0 0.0 35.2 12.2 0.0 8 .0 22.3 C 0.0 101.6 129.0 12.3 0.0 ' 1.00 29.2 C 0.0 0.0 29.2 5.9 0.0 9 .0 30.5 T 0.0 197.6 178.2 26.7 0.0 1.00 97.9 T 0.0 0.0 97.9 16.7 0.0 ' 9 7 .0 30.9 C 0.0 0.0 30.9 6.3 0.0 1.00 37.9 C 0.0 99.3 82.1 11.6 0.0 8 .0 27.3 C 0.0 0.0 27.3 9.0 0.0 1.00 31.2 C 0.0 66.3 97.5 0.9 0.0 9 .0 29.1 T 0.0 0.0 29.1 2.7 0.0 1.00 38.5 T 0.0 293.0 281.5 26.9 0.0 10 7 .0 19.1 C 0.0 99.3 63.9 36.5 0.0 ' 1.00 50.8 C 0.0 360.9 911.7 99.9 0.0 8 .0 23.6 C 0.0 66.3 89.9 18.6 0.0 1.00 91.1 C 0.0 229.6 265.7 26.3 0.0 9 .0 8.5 T 0.0 293.0 251.5 50.2 0.0 1.00 51.9 T 0.0 610.8 662.2 60.0 0.0 11 7 .0 76.9 C 0.0 0.0 76.9 0.0 0.0 ' 1.00 76.9 C 0.0 0.0 76.9 0.0 0.0 8 .0 102.9 C 0.0 0.0 102.9 0.0 0.0 1.00 102.9 C 0.0 0.0 102.9 0.0 0.0 9 .0 123.3 T 0.0 0.0 123.3 0.0 0.0 ' 1.00 123.3 T 0.0 0.0 123.3 0.0 0.0 12 7 .0 76.9 C 0.0 0.0 76.9 0.0 0.0 1.00 76.9 C 0.0 0.0 76.9 0.0 0.0 ' 8 .0 31.1 C 0.0 0.0 31.1 0.0 0.0 1.00 31.1 C 0.0 0.0 31.1 0.0 0.0 9 .0 123.2 T 0.0 0.0 123.2 0.0 0.0 1.00 123.2 T 0.0 0.0 123.2 0.0 0.0 13 7 .0 21.2 C 0.0 0.0 21.2 0.0 0.0 1.00 21.2 C 0.0 0.0 21.2 0.0 0.0 8 .0 20.2 C 0.0 0.0 20.2 0.0 0.0 ' 1.00 20.2 C 0.0 0.0 20.2 0.0 0.0 9 .0 9.9 T 0.0 0.0 9.9 0.0 0.0 1.00 9.9 T 0.0 0.0 9.9 0.0 0.0 ************** END OF LATEST ANALYSIS RESULT ************** t72. PRINT JOINT DISPLACEMENTS ALL L: \Structures16319-007 -008 Apex\Calculations1129121STAAD171228.anl Page 8 of 11 1 _ 'j 1 V3 Tuesday, January 18, 2005, 09:35 AM 27'6" 7:12 ROOF PITCH -- PAGE NO. 9 1 1 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE ------------------ 1 JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 7 -0.00233 0.00000 0.00000 0.00000 0.00000 -0.00928 1 8 -0.00215 0.00000 0.00000 0.00000 0.00000 -0.00582 9 0.00196 0.00000 0.00000 0.00000 0.00000 0.00390 2 7 -0.00068 -0.10698 0.00000 0.00000 0.00000 0.00267 8 -0.00063 -0.18979 0.00000 0.00000 0.00000 0.00357 1 9 0.00057 0.08982 0.00000 0.00000 0.00000 -0.00199 3 7 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 8 0.00000 0.00000 0.00000 0.00000 0.00000 0.00210 9 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 1 9 7 0.00068 -0.10697 0.00000 0.00000 0.00000 -0.00267 8 0.00063 -0.01397 0.00000 0.00000 0.00000 -0.00192 9 -0.00057 0.08980 0.00000 0.00000 0.00000 0.00199 5 7 0.00233 0.00000 0.00000 0.00000 0.00000 0.00928 1 8 0.00215 0.00000 0.00000 0.00000 0.00000 0.00219 9 -0.00196 0.00000 0.00000 0.00000 0.00000 -0.00390 6 7 0.05835 -0.11079 0.00000 0.00000 0.00000 0.00389 8 0.10992 -0.18975 0.00000 0.00000 0.00000 0.00386 1 9 -0.09767 0.09083 0.00000 0.00000 0.00000 -0.00352 7 7 -0.05839 -0.11072 0.00000 0.00000 0.00000 -0.00389 8 -0.00326 -0.01599 0.00000 0.00000 0.00000 -0.00321 1 9 0.09766 0.09081 0.00000 0.00000 0.00000 0.00352 8 7 0.00035 -0.01273 0.00000 0.00000 0.00000 0.00385 8 0.09873 -0.09983 0.00000 0.00000 0.00000 0.00368 9 -0.00017 0.01081 0.00000 0.00000 0.00000 -0.00300 9 1 -0.00032 -0.01271 0.00000 0.00000 0.00000 -0.00386 8 0.09809 0.07130 0.00000 0.00000 0.00000 -0.00398 9 0.00013 0.01076 0.00000 0.00000 0.00000 0.00301 10 7 0.00001 -0.01320 0.00000 0.00000 0.00000 0.00000 1 8 -0.00005 -0.01217 0.00000 0.00000 0.00000 0.00387 9 -0.00001 0.01195 0.00000 0.00000 0.00000 0.00000 1 ************** END OF LATEST ANALYSIS RESULT ************** 73. PRINT SECTION MAX DISPL ALL i 1 1 1 1 L: ',Structures16319-007 -008 Apex\Calculations\12412\STAAD171228.anl Page 9 of 11 Tuesday, January 18, 2005, 09:35 AM 27'6" 7:12 ROOF PITCH -- PAGE NO. 10 ' MAX MEMBER SECTION DISPLACEMENTS -------------------------------- UNIT= INCH FOR FPS AND CM FOR METRIC/SI SYSTEM MEMBER MAX DISP LOCATION LOAD L/DISPL 1 0.19732 58.50 8 799 ' 2 0.01690 32.00 7 2890 3 0.02137 20.00 8 2296 9 0.11175 56.50 7 1097 5 0.23201 67.73 8 583 ' 6 0.00186 12.92 9 16057 7 0.00235 10.79 8 10970 8 0.00205 15.09 9 12586 9 0.00185 17.38 9 16073 ' 10 0.19327 67.73 7 700 11 0.00000 0.00 1 0 12 0.00000 0.00 1 0 13 0.00000 0.00 1 0 END OF SECT DISPL RESULTS *********** 79. PRINT SUPPORT REACTION ALL ' 1,:\Structures\6319-007 -008 Apex\Calculations\12912\STAAD\71228.anl Page 10 of 11 Tuesday, January 18,/2 5, 09:35 .rLM 27'6" 7:12 ROOF PITCH -- PAGE NO. 11 ' SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 3 7 0.00 1488.04 0.00 0.00 0.00 0.00 ' B 0.00 1383.91 0.00 0.00 0.00 0.00 9 0.00 -1153.45 0.00 0.00 0.00 0.00 1 7 0.00 769.66 0.00 0.00 0.00 0.00 8 0.00 876.65 0.00 0.00 0.00 0.00 9 0.00 -617.65 0.00 0.00 0.00 0.00 5 7 0.00 769.67 0.00 0.00 0.00 0.00 8 0.00 551.92 0.00 0.00 0.00 0.00 9 0.00 -617.85 0.00 0.00 0.00 0.00 ********* END OF LATEST ANALYSIS RESULT ************** 75. FINISH END OF THE STAAD.Pro RUN *********** **** DATE= JAN 18,2005 TIME= 9:35:43 **** For questions on STAAD.Pro, please contact * Research Engineers Offices at the following locations ' * Telephone Email ; USA: +1 (714)974-2500 support@reiusa.com * CANADA +1 (905)632-4771 detech@odandetech.com * UK +44 (1454)207-000 support@reel.co.uk FRANCE +33(0)1 64551084 support@reel.co.uk * GERMANY +49/931/40468-71 info@reig.de * NORWAY +47 67 57 21 30 support@reel.co.uk * * SINGAPORE +65 6225-6015/16 support@reiasia.net INDIA +91(033)2357-3575 support@calcutta.reiusa.com JAPAN +81(03)5952-6500 eng-eye@crc.co.jp * CHINA +86(411)363-1983 support@reiasia.net ' * North America support@reiusa.com * Europe support@reel.co.uk * Asia support@reiasia.net ' L: 1Structures16314-007 -008 Apex\Calculations�12412\STAAD171228.ant Page 11 of 11 ' L A R S O N Client: Apex Homes, Inc. Job Number: 6314-008 (/ FArchitects,Engineers,Surveyors Date: 1/18/2005 n/ E E S I G N and its affiliate Larson Amhdectuial Gioup Designer: DEG ' G R O U P 27.5'Wide Modular,2 Story 45 psf Ground Snow, 120 mph Wind 7:12 Pitch-Main House Flip Rafter Design: Rafter Length: 44.53 in Max.Compressive Stress f.: 35.20 psi ' Max. Bending Stress fp: 147.60 psi Max.Tensile Stress f,: 47.40 psi Connection Forces Rafter to Outer Module Truss: Compressive 184.991b Tensile 249.081b ' Shear 58.471b Ridge to Ridge: Compressive 119.46 Ib Tensile 160.37 lb Shear 93.55 lb Check 2x4 No. 2 Spruce Pine Fir Compression Check: ' F� 1150 psi Cg 1.15 CM 1 ' CF 1.15 CP 0.84 Cy = I+(F�e IFS F,F lF, F.,,/FS where FcE 2594.7 2c [ 2c ] ` Fc' 1520.9 c 0.8 (t,ld)' KcE 0.3 E 1400000 psi le 44.53 in 1 d 3.5 in F,, 1274.7 psi fc<F'c: OK Bending Check: Fb 875 CF 1.5 Cr 1.15 Fe 1735.8 psi fb<F'b: OK Combined Bending and Compression Check. (fj2 + fb <_ 1 ' (FJ) Fb'(1-f./F,,E) Eq'n= 0.09 Combined Bending and Compression OK Tensile Check: F, 450 psi CF 1.5 F" 675.0 psi ft<F't:OK Combined Bending and Tension Check: fb + ft <- 1 Fp F, Eq'n= 0.16 Combined Bending and Tension OK 12412 connections.xis Main House Flip Rafters L A R SON Client: Apex Homes, Inc. 7 7� ' Job Number: 6314-008 � f Architects,Engineers,Surveyors Date: 111812D05 D E S I G N ' and ds affiliate Larson Architectural Group ' Designer: DEG ' G R O U P Flip Rafter Connections: Flip Rafter to Outer Module Top Chord Rafter I Top Chord to Plate Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap to Fastener: 0.131x3" Nails the top chord and rafter. Design Value: 79 pounds ' Duration Factor: 1.15 Tensile Check: Toe Nail Factor: 0.83 26ga. Strap Capacity. 664 pounds Fastener Allowable: 75.4055 22ga. Strap Capacity' 998 pounds Fasteners Required: Use 26 ga.Strap Chord to Plate: 1 nails Fastener: 0.113x2112" Nails Plate to Plate Design Value: 41 pounds Shear Check: Duration Factor: 1.6 ' Design Value: 79 pounds Fastener Allowable: 65.6 Duration Factor: 1.15 Fasteners Required: Toe Nail Factor: 0.83 Strap to Chord: 4 nails Fastener Allowable: 75.4055 Note: Nails required each ' Fasteners Required: side of the top chord/rafter Plate to Plate: 1 nails I truss bay joint. Min. Spacing= 10D= 1.25" Ridge Connection Rafter I Top Chord to Plate Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap from Fastener: 0.131x3"Nails rafter to rafter. Design Value: 79 pounds Duration Factor: 1.15 Tensile Check: End Nail Factor 0.67 26ga. Strap Capacity.. 664 pounds Fastener Allowable: 60.8695 22ga. Strap Capacity: 998 pounds ' Fasteners Required: Use 26 ga.Strap Chord to Plate: 2 nails Fastener: 0.0915"x 1 1/2" Nails Plate to Plate Design Value: 39 pounds ' Shear Check: Duration Factor: 1.6 Fastener: 0.131x3114" Nails Fastener Allowable: 62.4 Design Value: 79 pounds Fasteners Required: Duration Factor: 1.15 Strap to Chord: 3 nails Toe Nail Factor: 0.83 Note: Nails required each Fastener Allowable: 75.4055 end of the strap Fasteners Required: Plate to Plate: 2 nails/truss bay ao ,E a r -31 3'111L� T-D hoo. �r NSD EDDE vM �LLDw xD 12412 connections.xls Main House Flip Rafters LARSON Client: ApexHomes, Inc. 6314 Job Number: 6314-008 °✓ Architects.Engineers,Surveyors Date: 1/182005 r� D E S I G N aW its aWllaf Larson Amhllectural Gmup Designer: DEG G R O U P 27.5'Wide Modular,2 Story 45 psf Ground Snow,120 mph Wind 7:12 Pitch-Main House Kneewall Design: Kneewall Height: 68.25 inches Max Compression: 539.98 Ib Max.Compressive Stress f,: 102.85 psi Max Tension: 647.09 Ib Max.Tensile Stress f,: 123.26 psi Connection Forces Chord to Kneewall(Comp.) 539.98 Ib Chord to Kneewall(Ten.) 647.09 Ib Check 2x4 Stud Spruce Pine Fir Compression Check: Fn5 psi Cp 1.1.15 CM 1 Cr 1.05 CP 076 Co =1+(F'1F,') 41+F, jF,' F,,IF," where FcE 1104.5 zc 2` ` Fc` 875.4 F,£ K" 6 c 0.8 (f.ld) KcE 0.3 E 1400000 psi le 68.25 in Provide 2x Lateral bracing d 3.5 in try 3rd points ' F� 669.4 psi fc<F'c:OK at Third Point of Kneewall Height. Tensile Check: F, 350 psi ' Cr 1.1 F( 385.0 psi ft c F't OK Kneewall Connections: Note: Any connection provided by the truss manufacturer takes precedence over the connections described below.Eg. If the kneewall is fastened to the truss top chord with a hinge plate designed or specified by the truss manufacturer no further strapping is required. Too or Bottom Chord to Kneewall Kneewall to Plate ' Note: Axial Tensile forces will be resisted by the attachment of a steel strap to the kneewall stud and plate. ' Tensile Check: 26ga. Strap Capacity: 637 pounds 22ga. Strap Capacity. 958 pounds 20ga. Strap Capacity.. 1171 pounds ' 18ga. Strap Capacity. 1524 pounds Use 22 ga.Strap Fastener: 0.148"x 1 112"Nails(10d x 1 112") Design Value: 54.2 pounds Duration Factor: 1.33 Penetration: 1.47 inches Penetration Factor: 0.8 ' Fastener Allowable: 59.79 Fasteners Required: Strap to Chord: 11 nails Note: Nails required each end of steel strap 12412 connections.xis Main House Kneewalls 10 L A R S O N Client: Apex Homes, Inc. Job Number: 6314-008 1111 Arc Reds,Engineers,Surveyors Date: 1/18/2005 DES 1 G N and its aififate Larson A¢h#ecmai Group Designer: DEG G R O U P 1 Alternate Kneewall Connections: Alternate Connection#1: Note: Do not use the Plate to Chord or Kneewall to Plate connections described above in conjuction with the Simpson strap connections listed here. 1 Model Number Fasteners to Rafter/Truss To Studs Allowable Uplift Load (pounds) 1 Simpson H2 (5)8dx1 1/2 (5)8dx1 112 230 Simpson LTS12 (6)10dx1 1/2 (6) 10dx1 1/2 620 Simpson MTS12 (7)10dx1 1/2 (7)10dx1 1/2 730 Simpson HTS16 (8) 10dxl 1/2 (8)10dx1 1/3 865 1 Use Simpson MTS12. 1 Alternate Connection#2: 2x Blocking to Rafter Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap to 1 Fastener: 16dx3 112"Nails the blocking and kneewall. Design Value: 120 pounds Duration Factor: 1.15 Tensile Check: Penetration Factor: 0.77 26ga. Strap Capacity: 664 pounds 1 Fastener Allowable: 106.48 22ga. Strap Capacity. 998 pounds Fasteners Required: 20ga. Strap Capacity. 1171 pounds Blocking to Rafter: 7 nails 18ga. Strep Capacity. 1524 pounds Use 26 ga.Strep ! Nail: 0.148"x 1 112"(1Od x 1 1/2") Design Value: 54.2 pounds Duration Factor: 1.33 Penetration: 1.48 inches ' Penetration Factor: 0.8 Fastener Allowable: 60.16 Fasteners Required: Strap to Chord: 11 nails 1 Note: Nails required each end of steel strap Cn::P C[r ^ r 911 i ii„v.• 1 1 i 1 12412 connections.xls Main House Kneewalls ' L A R S O N Client: Apex Homes, Inc. Zo 7j7 c/3 Job Number: 6314-008 12 Architects, Engineers, Surveyors Date: 1/18/2005 F D E S I G N Designer: DEG and its affiliate Larson Architectural Group g G R O U P 27.5' Wide Modular, 2 Story 45 psf Ground Snow, 120 mph Wind ' 7:12 Pitch - Main House Collar Tie Design: Collar Tie Length: 45 inches Max Compression: 174.71 Ib Max. Compressive Stress fc: 21.18 psi Max Tension: 77.77 Ib Max.Tensile Stress f,: 9.43 psi Connection Forces Top Chord to Collar Tie: 174.71 Ib ' Knee Wall To Collar Tie: 174.71 Ib Check 2x6 No. 2 Spruce Pine Fir ' Fc 1150 psi CD 1.15 ' CM 1 CF 1.1 Cp 0.95 C _ t+(FFIF *) �I+FE F * ' _ F".IF� ' where FcE 6407.2 2c 2, c Fc` 1454.8 F K, E c 08 Q ld) ' KcE 0.3 E 1400000 psi le 44.53 in Provide 2x Lateral bracing ' d 5.5 in try 3rd points at Third Point of Collar Tie Span. F,' 1379.1 psi fc < F'c: OK ' Tensile Check: Ft 450 psi ' CF 1.3 F; 585.0 psi ft< F't: OK Collar Tie Connection: Fastener: 0.131x3" Nails Fastener Allowable: 79 pounds (single shear connection) Duration Factor: 1.15 Fasteners Required: Top Chord to Collar Tie: 2 nails ' Knee Wall To Collar Tie*: 2 nails (each side) *if applicable 12412 connections.xls Main House Collar Ties ' L A R S O N Client: Apex Homes, Inc. Job Number: 6314-008 Architects, Engineers, Surveyors Date: 1/18/2005 ' D E S I G N and its affiliate Larson Architectural Group Designer: DEG G R O U P ' Alternate Fastener: 16d x 3 1/2" Common Nails Fastener Allowable: 122 pounds (single shear connection) Duration Factor: 1.15 Fasteners Required: ' Top Chord to Collar Tie: 2 nails Knee Wall To Collar Tie*: 2 nails (each side) *if applicable Alternate Fastener: 30d x 4 1/2" Common Nails Fastener Allowable: 322 pounds (double shear connection) Duration Factor: 1.15 ' Fasteners Required: Knee Wall To Collar Tie*: 1 nails *if applicable 5:��0.131 x 3' NAILS 0.131 x 3" NAILS NOTE, 9TE' FOLLOW NDS GUIDELINES FOR FOLLOW NDS GUIDELINES FOR NAIL GAGING AND EDGE NXV SPACING AND EDGE .6STANCES NTO ES. MAX 10 NAILS FOR DISTANCES. > NAILS FOR 2 2x6 TO 2CONNECTION. 2x6 i0 2x4 CONNECTION. 12412 connections.xls Main House Collar Ties ' L. ^ rz S o ry �5'0t JOB Apex Homes QN-12412/NY SHEET NO. ZZ_ OF D E S I G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 ' G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY ��.� DATE S Phone(570)323-6603•FAX(570)323-9902 SCALE 1 ! I 1 1 1 1 1 1 1 ROOF SYSTEM /CONNECTIONS - Garage ' Rafter Spacing = `` 16 in - Snow Load (p9) = 45 Rpsf1(BCNYS Fig,,ure 1608.2) Roof Pitch = 9:12 I ' LOADS _ I I Dead Load = 10 psf 1.3333 = 13.333 plf ! y Br? Live Load = 30 :'psf 1.3333 = 40 plf (Attic w/Sierage) Snow Load j Cs - 0, (ASCE 7-98 Figure 7-2) Ps(balanced) = 0.7 * Pg = 26.145 psf 1.3333 = 34.9 plf I - - i I 1.5 * /C i- _ s e 'Ps unbalance d P _ = 1.5 * 26.145 psf I 1.0 ' = 39.218 psf 1.3333 = 52.3 plf I I i Convert Snow Load from Horizontal Projection to Sloping Load 15 I —� 9 I ' I � 12 I i I I j ' Balanced Snow = 34.9 Iplf 0.8 = 27.9 plf i I Unbalanced Snow ! = 52.3 Of ! 0.8 = 41.8 plf j' I I j r j : I I j! w a TABLE 1609.6.2.1(2) m COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE BB to 20NE PER EFFECTIVE BASIC WIND SPEED V 1mP6-9-second gust) G FIGURE WINDAREF'1Rg1 BS 9U 100 105 110 IIO 1Y5 1]D 140 105 160 1]11 10 1809.813) 1 m 10.0 -130 100 -166 10.0 -180 I00 -19.8 10.0 81.8 105 -25.9 114 -20.1 124 -304 14.3 -35.J 15.4 -328 I65 405 21.1 -520 IJ 1 20 100 -12J 1110 -142 10.0 -17S 100 -193 100 -21.2 100 85.2 10] -214 116 -29.6 134 -346 14.4 36.9 1 15.4 -39AI 19.8 -50] � 1 50 10.0 -12.2 10.0 -0.7 10.0 -16.9 100 -182 140 -205 10.0 -24.4 100 -266 106 -28fi 12.3 -J32 131 -35.6 14.1 -38.1 IB.i 48.9 v 1 100 100 -Ii9 100 -13.3 100 -I65 10.0 -18.2 100 -199 10.0 -232 100 -252 100 8].0 114 -323 12.2 J06 Il0 -370 u 2 10 IOA -21.8 10.0 -264 IOA -302 10.0 -33J 100 -36.5 105 -635 114 -4]2 12.4 -510 14.J -59.2 154 -635 165 .67.9 21.1 -87.2 0 2 20 10.0 -19.5 100 -218 10.0 870 100 -29J 10.0 -326 10.0 -J0.8 10] -42.1 11.6 -45.fi I34 -52.9 144 -56.7 I5.4 W7 19.8 -]80 ,o• 2 50 10.0 -164 10.0 -18.4 100 -22.] 100 -25.1 100 -2i.5 10.0 -J2.] 100 -J5.5 106 -38.4 123 44.5 13.1 -6]8 I14.1 -51.1 I8.1 -65.] 2 100 100 -14.1 100 -I5.8 100 -195 100 -21.5 100 -236 10.0 -28.1 100 -305 100 -310 114 -18.2 112.2 -410 130 -43.9 Ifi.7 -56.4 c 3 10 100 -12.8 100 -36.8 10.0 45.4 10.0 -50.1 10.0 -550 105 -654 11.4 81.0 124 -76.8 143 -89.0 15.4 -95.5 165 1022 21.1 -131.J l 20 100 -2).2 100 -305 10.0 -37.6 10.0 -415 10.0 -655 10.0 -54.2 102 -588 116 -63.6 134 -738 14.4 -79.1 15.4 -84.7 19.8 -1087 J 50 10.0 -19.7 100 -22.1 10.0 -2].J 100 -J0.1 10.0 -33.1 100 -39.3 100 -62] 106 -462 i2.3 -SJ.S 13.1 -51.4 14.1 -6L5 I8.1 -]89 3 100 10.0 -14.1 10.0 -ISA 100 -195 100 -215 10.0 -236 100 -28.1 100 -30.5 Wo -330 11.4 -38.2 12.2 410 BD -439 16.7 -564 1 10 10.0 -119 100 -133 10.4 IGS 11.4 -18.2 125 -199 14.9 -2J2 163 -232 175 87.8 203 -32.3 218 346 2J3 -3].0 30.0 .47,6 1 20 I00 -116 10.0 -13D 10.0 -160 WA -I].6 I14 -19.6 13.6 -230 148 -25.0 I60 -2Z0 I85 31.4 19.9 d3J 213 -360 27.3 46.3 SO 100 -ILI 100 -12.5 100 -15.6 10.0 -170 100 -10.6 11.9 -22.2 129 -26.1 13.9 860 ICJ -30.2 I)J -324 18.5 -J4.6 238 -44.5 D 1 100 too -10.8 100 -12.1 100 -149 10.0 465 100 -18.1 55 -215 114 -233 12.4 -25.2 143 -29.3 154 -31.4 165 -33.6 21.1 432 p2 10 100 -25.1 10.0 882 10.4 -348 114 -38.3 125 42.1 149 -50.1 162 -54.3 1].5 -583 20.3 -68.1 21.8 -73.1 23.3 48.2 300 -100.5 2 20 10.0 -228 100 -256 10.0 -31.5 10A -348 114 -38.2 136 -45.4 148 49.J 16.0 -SJ3 I8.5 -618 19.966.3 21.J -710 2]3 -91.2 2 50 10.0 -19.7 100 -22.1 10.0 -273 10.0 -30.1 100 -J3.0 IL9 -39.3 12.9 -42.] 13.9 -46.1 16.1 -53.5 17.3 -5].4 18.5 -61.4 23.8 -78.9 a 2 100 100 -174 100 -19.5 100 -24.1 10.0 efi6 100 -29.1 105 -J42 IIA -J7.6 124 -40.] 14.3 -422 154 -50.6 165 -54.2 2LI -696 '" J 10 I00 -25.1 10.0 -282 IOA -J4.8 IL4 -J8.3 125 -42.1 14.9 -50.1 162 -54.3 17.5 -587 20.3 -68.1 218 -73.1 23.3 -70.2 30.0 -1005 3 20 100 -228 10.0 -25.6 10.0 -JL5 10.4 -34.8 Il.d -38.2 13.6 45.4 14.0 -493 16.0 -535 18.5 -61.8 19.9 -663 21.1 -710 3]3 -91.2 \� 3 50 10.0 193 10.0 -22.1 100 -273 100 -30.1 10.0 -330 119 -39.3 129 42.7 13.9 -66.1 16.1 -535 17.3 -574 18.5 -614 23.8 -78.9 Q y 3 100 10.0 -174 10.0 -195 100 -24.1 10.0 -266 10.0 -29.1 105 -34.7 114 -37.6 124 -40.] 14.3 -4]2 15.4 -506 165 -54.2 21.1 -696 L \ 10 119 -13.11 133 -146 165 -180 182 -19.8 199 -218 23] -259 25] -28.1 276 -304 32.3 -353 l4G -3].8 J].0 405 476 -52.0 I 20 116 -123 130 -138 16.0 -1].I I]6 -18.8 i9d -20.] 2J0 -246 25.0 -26.J 2]0 889 314 -33.5 33.7 -35.9 36.0 -38.4 463 49.3 1 50 11.1 -115 125 -128 154 -159 17.0 -1]5 19.6 -19.2 222 -22.8 24.1 -24.8 260 -268 302 -31.1 32.4 -333 34.6 -353 44.5 -45.8 -` P I 100 10.8 -108 12.1 -12.1 14.9 -149 Ifi5 -165 18.1 18.1 2 -215 23.3 -23.3 25.2 -25.2 293 -293 314 -314 33.6 -33.6 43.2 432 4� m 0 2 10 119 -152 133 -170 16.5 -210 182 -23.2 199 -25.5 23.7, -30.3; 25) -32.9 228 -356 323 -41.2 34.6 -44.2 3]0 -473 676 -60.8 \ i 'n 2 20 11.6 -145 IJO -163 160 -20.1 1].6 -222 19.4 -24J 0 -9.0 250 -31.4 27.0 .34.0 316 J94 Jl2 -623 36.0 -45.3 46.3 -58.1 n 2 50 11.1 13,7 12.5 -15.3 154 -18.9 17.0 -20.8 18.6 -229 222 37.2 24.1 -29.5 260 -320 30.2 -3].I 32.4 -39.8 34.6 -425 44.5 -546 \ W 2 100 10.8 -130 12.1 -14.6 149 -18.0 165 -198 18.1 818 215 -259 23.3 -28.1 252 -304 293 -35.3 314 -37.8 336 -405 4J2 -520 'V C_ 10 119 -15.2 13.3 -170 165 -21.0 18.2 -232 19.9 -255 237 -30.3 25.7 -329 27.0 356 32.3 41.2 34.6 -44.2 370 -4]3 476 -150.8 r 2 3 20 11.6 -145 IJ.O -163 16D 80.1 176 -22.2 194 -243 23.0 -290 25.0 314 27.0 -300 314 -394 317 -42.3 360 .45.3 46.3 -58.1 O Z J 50 11.1 -IJ.7 125 -153 ISA -189 170 -20.0 186 -229 22.2 -272 24.1 -295 26.0 -320 302 J7.1 32.4 -398 Jdb -425 445 -Sdb 3 100 10.8 -130 12.1 -146 149 -180 165 -19.8 Is -21.8 215 -259 233 -28.1 252 -304 29.3 -353 31.4 -3t8 336 -405 43.2 -520 0 4 10 IJO -14.1 16.6 -158 180 -19.5 19.8 -215 21.8 -236 259 -28.1 28.1 -30.5 30A -33.0 35.3 -382 378 -410 40.5 -439 52.0 -564 l7 4 20 124 -13.5 139 -15.1 ❑.2 -183 18.9 -206 20.8 -22.6 247 -269 26.8 -29.2 29.0 -3 L6 3J7 -36] 36.1 -39.3 38.] -42.1 49.6 -54.1 M 4 50 116 -127 13.0 -14.3 16.1 -176 178 -194 19.5 -213 232 -254 25.2 -275 272 -29.8 31.6 -346 33.9 -37.1 362 39.] 466 -510 N O 1 m - 4 100 11.1 422 124 -13.6 15.3 -168 16.9 -185 185 -204 220 -24.2 239 -263 25.9 -284 30.0 -JJO 322 -354 14.4 -3]8 d42 -486 ]7 Z 3 5 10 130 -174 14.6 -195 18.0 -24.1 198 -266 21.8 -29.1 23.9 -34.7 28.1 -37.6 30A -407 J5.3 -47.2 3].0 -50.6 40.5 -342 520 -696 C M 1 5 20 124 -16.2 139 -182 122 825 189 -24.8 208 -272 247 -324 26.8 -35.1 29.0 -J80 I37 -44.0 36.1 -4].2 38] -505 496 -64.9 C N O5 50 11.6 -14.7 ❑0 -165 161 -LM.3 178 -224 19.5 -24fi 232 -29.3 23.2 -318 27.2 -34.3 316 -J9.8 33.9 -422 36.2 -452 46.6 .589 n 3l 5 loo 11.1 -IJ5 12.4 -15.1 13.3 -18J 169 -20.6 185 -226 220 -269 239 -29.2 25.9 -316 30.0 -36.7 323 -39.3 304 -42.1 462 -54.1 ForSl: 1 foot=304.8 mm,I mile per hour=0.44 m/s,I degree=0.01745 rad. M N y Ya.For effective areas between those given above,the Toad is permitted to be interpolated;otherwise,use the load associated with the lower effective area. � TABLE 1609.6.2.1(4)-1609.6.4.1 STRUCTURAL DESIGN TABLE 1609.6.2.1(4) ' HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTSa MEAN ROOF EXPOSURE (feet) B C D 1 15 1.00 L21 1.47 20 1.00 1.29 1.55 ' 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 ' 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 For Sl: 1 foot=304.8 mm. a.All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. 1609.6 Simplified provisions for low-rise buildings. 1609.6.2.2 Load case.Members that act as both part of the main windforce-resisting system and as com- 1609.6.1 Scope.The procedures in Section 1609.6 shall ponents and cladding shall be designed for each sep- arate used for determining and applying wind pressures in load case. ' the design of simple diaphragm buildings with flat, gabled and hipped roofs and having a mean roof height 1609.63 Edge strips and end zones. The width of not exceeding the least horizontal dimension or 60 feet edge strips (a)shall be 10 percent of the least horizontal (18 288 mm),whichever is less,subject to the following dimension or 40 percent of the eave height,whichever is limitations: less but not less than either 4 percent of the least hori- The provisions of Section 1609.6 shall not apply to zontal dimension or 3 feet (914 mm). End zones as buildings sited on the upper half of an isolated hill or shown in Figure 1609.6.(1) shall be twice the width of ' escarpment meeting all the following conditions: the edge strip(a). 1.The hill or escarpment is 60 feet (18 288 mm) or 1609.6.4 Main windforce-resisting system(MWFRS). higher if located in Exposure B or 30 feet (9144 All elements and connections of the MWFRS shall be mm)or higher if located in Exposure C. designed for vertical and horizontal loads based on the 2.The maximum average slope of the hill exceeds combined leeward and windward wall pressures and ' 10 percent. roof pressures determined from Table 1609.6.2.1(1).Pressures shall be applied in accordance with the load- 3.The hill or escarpment is unobstructed upwind by ing diagrams shown in Figure 1609.6(3)to the end zone other such topographic features for a distance and interior zone as shown in Figure 1609.6(1). The ' from the high point of 50 times the height of the building shall be designed for all wind directions. For hill or 1 mile(1.61 km),whichever is less. buildings having flat roofs a ridge line normal to the wind direction shall be assumed at the mid-length 1609.6.2 Wind pressures. dimension of the roof for all directions considered.Each ' 1609.6.2.1 Load determination. Structural mem- corner shall be considered in tum as the windward cor- bers, cladding, fasteners and systems providing for Der. the structural integrity of the building shall be i designed for the loads from Tables 1609.6.2.1(1), 1609.6.4.1 Overhang loads. The pressures to be 1609.6.2.1(2) and 1609.6.2.1(3) using Figure 1609, used for the effects of roof overhangs on MWFRS multiplied by the appropriate height and exposure shall be taken from Table 1609.6.2.1(1)and includes coefficient from Table 1609.6.2.1(4) and importance the effect of the wind on both the bottom and top sur- factor from Table 1604.5. faces. ' 306 BUILDING CODE OF NEW YORK STATE Job No Sheet No Rev Software licensetl to Larson Design Group,Inc. pan Job Title Ref By Deal 8-Jan-05 Chd Client File 91224.std Date/time 18-Jan-2005 10:59 °12 B 9 cr 0 _.15 .*lg) 6 11 5 13 1412 7 ---- - -----2 --Z— -- - 3 4 4 5 Load 1 Whole Structure I Printrime/Date:181011200510.59 STAAD.Pro for Windows Release 2004 Print Run 1 of Tuesday, January 18, 2005, 11:01 AM ' PAGE NO. 1 n✓ ( I� (r�� +++tkkxxx+++r++++++++++t+tx++x#xxxx++++++r+++t#ttt+# r + * STAAD.Pro * Version 2004 Eld 1002.US ' * Proprietary Program of * Research Engineers, Intl. * Date= JAN 18, 2005 * Time= 11: 0:33 + + * USER ZD: Larson Design Group, Inc. * 1. STAAD SPACE 29' 9:12 ROOF PITCH INPUT FILE: 91224.STD ' 2. START JOB INFORMATION 3. ENGINEER DATE 18-JAN-05 4. END JOB INFORMATION ' S. * 16" O.C. 45 PSF GROUND SNOW, 120 MPH WIND 6. INPUT WIDTH 79 7. UNIT FEET POUND 8. JOINT COORDINATES 9. 1 0 0 0; 2 6.5 0 0; 3 11.8333 0 0; 4 17.1667 0 0; 5 23.6667 0 0; 6 6.5 4.875 0 10. 7 17.1667 4.875 0; 8 9.29523 6.98135 0; 9 14.3714 6.98133 0 11. 10 9.55556 7.16667 0; 11 14.1111 7.16667 0; 12 11.8333 8.875 0 12. MEMBER INCIDENCES 13. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 1 6; 6 6 8; 7 8 10; 8 10 12; 9 12 11; 10 11 9 14. 11 9 7; 12 7 5; 13 2 6; 14 4 7; 15 10 11 15. UNIT INCHES POUND 16. DEFINE MATERIAL START 17. ISOTROPIC SPF2 18. E 1.4E+006 19. DENSITY 0.0151667 20. END DEFINE MATERIAL ' 21. MEMBER PROPERTY AMERICAN 22. 5 6 11 12 PRIS YD 9.25 ZD 1.5 23. 7 TO 10 13 14 PRIS YD 3.5 ZD 1.5 24. 15 PRIS YD 5.5 ZD 1.5 ' 25. 1 TO 4 PRIS YD 11.25 ZD 1.5 26. CONSTANTS 27. MATERIAL SPF2 MEMB 1 TO 15 28, MEMBER TRUSS 29. 13 TO 15 30. MEMBER RELEASE 31. 3 11 START MZ ' 32. 8 6 END MZ 33. SUPPORTS 34. 3 PINNED 35. 1 5 FIXED BUT FX MZ ' 36. UNIT FEET POUND 37. LOAD 1 DEAD 38. MEMBER LOAD 39. 1 TO 12 UNI GY -13.33 40. LOAD 2 LIVE - ATTIC STjQk<GE ' L: \Structures16314-007 -008 apex\Calculaticns\12412\STAAD\91224.an1 Page 1 cf 22 z7 � ya Tuesday, January 18, 2005, 11:01 Am 24' 9:12 ROOF PITCH -- PAGE NO. 2 ' 41. MEMBER LOAD 42. 1 TO 4 UNI GY -40'� ' 43. LOAD 3 BALANCED SNOW (95=PG) � 44. MEMBER LOAD 45. 5 TO 12 UNI GY -27.9 i 46. LOAD 4 UNBALANCED SNOW LOAD ' 47. MEMBER LOAD 48. 5 TO 8 UNI GY -41.8 49. LOAD 5 120 MPH WIND (SUCTION) 50. MEMBER LOAD ' 51. 5 TO 12 UNI GY 48.761' 52. LOAD 6 120 MPH WIND (POSITIVE PRESSURE) 53. MEMBER LOAD 54. 5 TO 12 UNI GY -38.14 , ' 55. *0.75 TRANSIENT LOAD FACTOR 56. LOAD COMB 7 D+L+S+W (BALANCED SNOW, POS WIND) 57. 1 1.0 2 1.0 3 0.75 6 0.75 � 58. *0.75 TRANSIENT LOAD FACTOR 59. LOAD COMB 8 D+L+S+W (UNBALANCED SNOW, POS WIND) 60. 1 1.0 2 1.0 4 0.75 6 0.75 61. LOAD COMB 9 0.6D+W 62, 1 0.6 5 1.0 63. UNIT INCHES POUND 64. PERFORM ANALYSIS ' **WARNING** THE POISSON'S RATIO HAS NOT BEEN SPECIFIED FOR ONE OR MORE MEMBERS/ELEMENTS/SOLIDS. THE DEFAULT VALUE HAS BEEN SET FOR THE SAME. P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER -----------------------"NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 12/ 15/ 3 ORIGINAL/FINAL BAND-WIDTH= 5/ 3/ 24 DOF ' TOTAL PRIMARY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 61 SIZE OF STIFFNESS MATRIX = 2 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 127599.9 MB 65, LOAD LIST 7 TO 9 66. PRINT MEMBER INFORMATION L: \Structures\6314-007 -008 Apex\Calculations\12412\STAAD\91224.anl Page 2 of 12 Z? `3 V'3 Tuesday, January 18, 2005, 11:01 AM ' 24' 9:12 ROOF PITCH -- PAGE NO. 3 ' MEMBER INFORMATION ------------------ ' MEMBER START END LENGTH BETA JOINT JOINT (INCH) (DEG) RELEASES ' 1 1 2 78.000 0.00 2 2 3 64.000 0.00 3 3 4 64.001 0.00 000001000000 4 4 5 78.000 0.00 5 1 6 97.500 0.00 6 6 8 42.000 0.00 000000000001 7 8 10 3.835 D.00 8 10 12 34.166 0.00 000000000001 ' 9 12 11 39.167 0.00 10 11 9 3.835 0.00 11 9 7 42.001 0.00 000001000000 12 1 5 97.500 0.00 13 2 6 58.500 TRUSS 14 4 7 58.500 TRUSS 15 10 11 54.666 TRUSS *********+** END OF DATA FROM INTERNAL STORAGE ************ 67. PRINT MEMBER FORCES ALL 1 L:\Structures\6319-007 -008 Apex\Calculations\12912\5TAAD\91224.an1 Page 3 of 12 ,VV,gq{{ Y yy ' Tuesday, January 18, �20O5,, 11:01 AAI 24' 9:12 ROOF PITCH -- PAGE NO. 4 ' MEMBER END FORCES STRUCTURE TYPE = SPACE ------_---_______ ALL UNITS ARE -- POUN INCH ' MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z ' 1 7 1 -739.88 277.97 0.00 0.00 0.00 -3375.23 2 739.88 68.67 0.00 0.00 0.00 11538.08 8 1 -693.97 355.25 0.00 0.00 0.00 -2538.53 2 693.97 -8.60 0.00 0.00 0.00 16728.75 9 1 327.90 -1.09 0.00 0.00 0.00 2247.29 2 -327.90 53.08 0.00 0.00 0.00 -4360.16 2 7 2 -739.88 -38.07 0.00 0.00 0.00 -11538.08 3 739.88 322.50 0.00 0.00 0.00 0.00 8 2 -693.97 -119.18 0.00 0.00 0.00 -16728.75 3 693.97 403.60 0.00 0.00 0.00 0.00 9 2 327.90 89.46 0.00 0.00 0.00 4360.16 3 -327.90 -46.80 0.00 0.00 0.00 0.00 3 1 3 -739.88 322.51 0.00 0.00 0.00 0.00 4 739.88 -38.08 0.00 0.00 0.00 11538.95 8 3 -693.97 221.50 0.00 0.00 0.00 0.00 4 693.97 62.93 0.00 0.00 0.00 5074.04 ' 9 3 327.90 -46.80 0.00 0.00 0.00 0.00 4 -327.90 89.46 0.00 0.00 0.00 -4360.53 4 7 4 -739.88 68.65 0.00 0.00 0.00 -11538.95 ' 5 739.88 277.99 0.00 0.00 0.00 3374.87 8 4 -693.97 154.88 0.00 0.00 0.00 -5074.04 5 693.97 191.76 0.00 0.00 0.00 3635.55 9 4 327.90 53.09 0.00 0.00 0.00 4360.53 ' 5 -327.90 -1.10 0.00 0.00 0.00 -2247.10 5 7 1 1168.15 324.40 0.00 0.00 0.00 3375.23 6 -861.71 84.19 0.00 0.00 0.00 8334.55 ' 8 1 1114.00 328.71 0.00 0.00 0.00 2538.53 6 -756.74 147.64 0.00 0.00 0.00 6288.75 9 1 -538.56 -171.58 0.00 0.00 0.00 -2247.29 6 339.85 -93.37 0.00 0.00 0.00 -1565.57 6 7 6 843.10 -110.59 0.00 0.00 0.00 -8334.55 6 -710.69 286.30 0.00 0.00 0.00 0.00 8 6 833.30 -47.31 0.00 0.00 0.00 -6288.75 8 -678.94 252.16 0.00 0.00 0.00 0.00 9 6 -425.41 -19.69 0.00 0.00 0.00 1565.57 8 33339.566 -94.24 0.00 0.00 0.00 0.00 ' 7 7 S 18..2NL -266.91 0.00 0.00 0.00 0.00 10 -706.55 283.28 0.00 0.00 0.00 -1054.90 ' L:\Structures\6319-007 -008 Apex\Calculations112412\STEAD\91224.an1 Page 4 of 12 Tuesday, January 18 200 11:01Wj ' 24' 9:12 ROOF PITCH -- PAGE NO. 5 ' MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN INCH ' MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z ' 8 8 685.53 -233.65 0.00 0.00 0.00 0.00 10 -671.94 252.73 0.00 0.00 0.00 -932.54 9 8 �397a9.7� 85.00 0.00 0.00 0.00 0.00 10 334.43 -95.61 0.00 0.00 0.00 346.29 1 8 7 10 161.67 102.46 0.00 0.00 0.00 1054.90 12 -54.286 40.71 0.00 0.00 0.00 0.00 8 10 158.65 110.76 0.00 0.00 0.00 932.54 12 -33.45 56.17 0.00 0.00 0.00 0.00 9 10 -118.02 -56.56 0.00 0.00 0.00 -346.29 12 48.38% -36.29 0.00 0.00 0.00 0.00 ' 9 7 12 54.28 40.71 0.00 0.00 0.00 0.00 11 -161.67 102.47 0.00 0.00 0.00 -1055.13 8 12 63.29 16.39 0.00 0.00 0.00 0.00 ' 11 -134.93 79.13 0.00 0.00 0.00 -1071.91 9 12 -48.38 -36.29 0.00 0.00 0.00 0.00 11 118.02 -56.56 0.00 0.00 0.00 346.41 ' 10 7 11 706.52 283.35 0.00 0.00 0.00 1055.13 9 -718.17 -266.99 0.00 0.00 0.00 0.00 8 11 648.99 285.00 0.00 0.00 0.00 1071.91 9 -656.76 -274.09 0.00 0.00 0.00 0.00 ' 9 11 -334.43 -95.65 0.00 0.00 0.00 -346.41 9 341.98 B5.03 0.00 0.00 0.00 0.00 11 7 9 710.70 286.28 0.00 0.00 0.00 0.00 ' 7 -843.11 -110.57 0.00 0.00 0.00 8333.84 8 9 649.12 291.72 0.00 0.00 0.00 0.00 7 -737.45 -174.50 0.00 0.00 0.00 9790.66 9 9 -339.56 -94.24 0.00 0.00 0.00 0.00 ' 7 425.42 -19.71 0.00 0.00 0.00 -1565.18 12 7 7 861.70 84.21 0.00 0.00 0.00 -8333.84 ' S -1168.14 324.38 0.00 0.00 0.00 -3374.87 8 7 868.53 -1.42 0.00 0.00 0.00 -9790.66 5 -1072.96 273.99 0.00 0.00 0.00 -3635.55 9 7 -339.84 -93.38 0.00 0.00 0.00 1565.18 5 538.56 -171.58 0.00 0.00 0.00 2247.10 13 7 2 -30.60 0.00 0.00 0.00 0.00 0.00 6 30.60 0.00 0.00 0.00 0.00 0.00 ' 8 2 127.78 C. 0.00 0.00 0.00 0.00 0.00 oar// 6 -127.78 6 0.00 0.00 0.00 0.00 0.00 9 2 -142.54 f 0.00 0.00 0.00 0.00 0.00 6 142.54 T 0.00 0.00 0.00 0.00 0.00 ' 14 7 4 -30.58 0.00 0.00 0.00 0.00 0.00 7 30.58 0.00 0.00 0.00 0.00 0.00 1 ' L: 1Structures\6314-007 -008 Apex\Calculations\12412\STAAD\91224.anl Page 5 of 12 31 &b V3 Tuesday, January 18, 2005, 11:01 AM ' 29' 9:12 ROOF PITON -- PAGE NO. 6 ' MEMBER END FORCES STRUCTURE TYPE = SPACE -------------- ALL UNITS ARE -- POUN INCH ' MEMBER LOAD TT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 8 9 -217.81 0.00 . 0.00 0.00 0.00 0.00 7 217.81 0.00 0.00 0.00 0.00 0.00 9 9 -192.55 0.00 0.00 0.00 0.00 0.00 7 192.55 0.00 0.00 0.00 0.00 0.00 ' 15 7 10 672.03 G 0.00 0.00 0.00 0.00 0.00 11 -672.03 G 0.00 0.00 0.00 0.00 0.00 / C l/L'� / r 8 10 633.51 0.00 0.00 0.00 0.00 0.00 l� ' 11 -633.51 0.00 0.00 0.00 0.00 0.00 9 10 -267.92 / 0.00 0.00 0.00 0.00 0.00 11 267.92 1 0.00 0.00 0.00 0.00 0.00 END OF LATEST ANALYSIS RESULT ************** ' 68. PRINT MEMBER STRESSES ALL 1 L:\Structures\6319-007 -008 Apex\Calculations\12912\STAAD\91229.an1 Page 6 of 12 Tuesday, January 18, 200 101 AM 24' 9:12 ROOF PITCH -- PAGE NO. 7 ' MEMBER STRESSES ALL UNITS ARE POUN/SQ INCH ' MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 1 7 .0 43.B T 0.0 106.7 150.5 24.7 0.0 1.00 43.8 T 0.0 364.7 408.5 6.1 0.0 8 .0 41.1 T 0.0 80.2 121.4 31.6 0.0 1.00 41.1 T 0.0 528.7 569.8 0.8 0.0 9 .0 19.4 C 0.0 71.0 90.5 0.1 0.0 1.00 19.4 C 0.0 137.8 157.2 4.7 0.0 ' 2 7 .0 43.8 T 0.0 364.7 408.5 3.4 0.0 1.00 43.8 T 0.0 0.0 43.8 28.7 0.0 8 .0 41.1 T 0.0 528.7 569.8 10.6 0.0 1.00 41.1 T 0.0 0.0 41.1 35.9 0.0 ' 9 .0 19.4 C 0.0 137.8 157.2 8.0 0.0 1.00 19.4 C 0.0 0.0 19.4 4.2 0.0 3 7 .0 43.8 T 0.0 0.0 43.8 28.7 0.0 1.00 43.8 T 0.0 364.7 408.5 3.4 0.0 8 .0 41.1 T 0.0 0.0 41.1 19.7 0.0 1.00 41.1 T 0.0 160.4 201.5 5.6 0.0 ' �-- .0 19.4 C 0.0 0.0 19.4 4.2 0.0 1.00 19.4 C 0.0 137.8 157.2 8.0 0.0 4 7 .0 43.8 T 0.0 364.7 408.5 6.1 0.0 ' 1.00 43.8 T 0.0 106.7 150.5 24.7 0.0 B .0 41.1 T 0.0 160.4 201.5 13.8 0.0 1.00 41.1 T 0.0 114.9 156.0 17.0 0.0 9 .0 19.4 C 0.0 137.8 157.2 4.7 0.0 ' 1.00 19.4 C 0.0 71.0 90.5 0.1 0.0 5 7 .0 84.2 C 0.0 157.8 242.0 35.1 0.0 1.00 62.1 C 0.0 389.6 451.7 9.1 0.0 ' 8 .0 80.3 C 0.0 118.7 199.0 35.5 0.0 1.00 54.5 C 0.0 294.0 348.5 16.0 0.0 9 .0 38.6 T 0.0 105.1 143.9 18.5 0.0 1.00 24.5 T 0.0 73.2 97.7 10.1 0.0 ' 6 7 .0 60.8 C 0.0 389.6 450.4 12.0 0.0 1.00 51.2 C 0.0 0.0 51.2 31.0 0.0 8 .0 60.1 C 0.0 294.0 354.1 5.1 0.0 1.00 48.9 C 0.0 0.0 48.9 27.3 0.0 9 .0 30.7 T 0.0 73.2 103.8 2.1 0.0 1.00 24.5 T 0.0 0.0 24.5 10.2 0.0 7 7 .0 13`d 36.8 C� 0.0 0.0 136.8 76.3 0.0 1.00 134"6- 0.0 344.5 479.0 80.9 0.0 8 .0 130.6 C 0.0 0.0 130.6 66.8 0.0 ' 1.00 12Q,0C 0.0 304.5 432.5 72.2 0.0 9 .0 65.1 1', 0.0 0.0 65.1 24.3 0.0 1.00 63.7-T 0.0 113.1 176.8 27.3 0.0 ' L: 1Structures\6314-007 -008 ApexlCalculations\12412\STAAD\91224.anl Page 7 of 22 3j � P Tuesday, January 18, 2005, 11:01 sill 24' 9:12 ROOF PITCH -- PAGE NO. 8 1 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH ' MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z ' B 7 .0 30.8 C 0.0 344.5 375.3 29.3 0.0 1.00 10.3 C 0.0 0 10.3 11.6 0.0 /�,� /Cp//�✓ 8 .0 30.2 C 0.0 304.5 334.7 31.6 0.0 ' 1.00 6.4 C 0.0 0.0 6.4 16.0 0.0 9 .0 22.5 T 0.0 113.1 135.6 16.2 0.0 1.00 9.2 T 0.0 0.0 9.2 10.4 0.0 ' 9 7 .0 10.3 C 0.0 0.0 10.3 11.6 0.0 1.00 30.B C 0.0 344.5 375.3 29.3 0.0 8 .0 12.1 C 0.0 0.0 12.1 4.7 0.0 1.00 25.7 C 0.0 350.0 375.7 22.6 0.0 ' 9 .0 9.2 T 0.0 0.0 9.2 10.4 0.0 1.00 22.5 T 0.0 113.1 135.6 16.2 0.0 ' 10 7 .0 134.6 C 0.0 344.5 479.1 81.0 0.0 1.00 136.B C 0.0 0.0 136.8 76.3 0.0 8 .0 123.6 C 0.0 350.0 473.6 81.4 0.0 1.00 125.1 C 0.0 0.0 125.1 78.3 0.0 ' 9 .0 63.7 T 0.0 113.1 176.8 27.3 0.0 1.00 65.1 T 0.0 0.0 65.1 24.3 0.0 11 7 .0 51.2 C 0.0 0.0 51.2 30.9 0.0 ' 1.00 60.8 C 0.0 389.6 450.4 12.0 0.0 8 .0 46.8 C 0.0 0.0 46.8 31.5 0.0 1.00 53.1 C 0.0 457.7 510.9 18.9 0.0 9 .0 24.5 T 0.0 0.0 24.5 10.2 0.0 ' 1.00 30.7 T 0.0 73.2 103.8 2.1 0.0 12 7 .0 62.1 C 0.0 389.6 451.7 9.1 0.0 1.00 84.2 C 0.0 157.8 242.0 35.1 0.0 ' 8 .0 62.6 C 0.0 457.7 520.3 0.2 0.0 1.00 77.3 C 0.0 170.0 247.3 29.6 0.0 9 .0 24.5 T 0.0 73.2 97.7 10.1 0.0 1.00 38.8 T 0.0 105.1 143.9 18.5 0.0 ' 13 7 .0 5.8 T 0.0 0.0 5.8 0.0 0.0 1.00 5.8 T 0.0 0.0 5.8 0.0 0.0 ' 8 .0 24.3 C 0.0 0.0 24.3 0.0 0.0 1.00 24.3 C 0.0 0.0 24.3 0.0 0.0 9 .0 27.1 T 0.0 0.0 27.1 0.0 0.0 1.00 27.1 T 0.0 0.0 27.1 0.0 0.0 14 7 .0 5.8 T 0.0 0.0 5.8 0.0 0.0 1.00 5.8 T 0.0 0.0 5.8 0.0 0.0 8 .0 41.5 T 0.0 0.0 41.5 0.0 0.0 1.00 41.5 T 0.0 0.0 41.5 0.0 0.0 9 .0 27.2 T 0.0 0.0 27.2 0.0 0.0 1.00 27.2 T 0.0 0.0 27.2 0.0 0.0 1 ' L: 1Structures16314-007 -008 Apex\Calculations1124121STAAD\91224.anl Page 8 of 12 Tuesday, January 18, 2005, 11:01 29' 9:12 ROOF PITCH -- PAGE NO. 9 1 1 MEMBER STRESSES ALL UNITS ARE POUN/SQ INCH 1 MEMB LD SECT AXIAL EEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 1 15 7 .0 81.5 C 0.0 0.0 81.5 0.0 0.0 1.00 81.5 C 0.0 0.0 81.5 0.0 0.0 8 .0 76.6 C 0.0 0.0 76.8 0.0 0.0 1 1.00 76.8 C 0.0 0.0 76.8 0.0 0.0 9 .0 32.9 T 0.0 0.0 32.9 0.0 0.0 1.00 32.9 T 0.0 0.0 32.9 0.0 0.0 1 ************** END OF LATEST ANALYSIS RESULT *xzxzzz a+z+++ 1 69. PRINT JOINT DISPLACEMENTS LIST 1 TO 12 1 1 1 1 1 1 1 i 1 1 L:\Structures\6319-007 -008 Apex\Calculations\12912\S:AAD\91229.anl Page 9 of 12 Tuesday, January 18, 200, 11:01 AM 29' 9:12 ROOF PITCH -- PAGE NO. 10 ' JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE ' JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 7 -0.00995 0.00000 0.00000 0.00000 0.00000 -0.00262 ' 8 -0.00917 0.00000 0.00000 0.00000 0.00000 -0.00323 9 0.00197 0.00000 0.00000 0.00000 0.00000 0.00080 2 7 -0.00200 -0.10379 0.00000 0.00000 0.00000 0.00092 8 -0.00188 -0.13757 0.00000 0.00000 0.00000 0.00099 9 0.00089 0.03077 0.00000 0.00000 0.00000 -0.00013 3 7 0.00000 0.00000 0.00000 0.00000 0.00000 0.00229 8 0.00000 0.00000 0.00000 0.00000 0.00000 0.00303 9 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00063 ' 9 7 0.00200 -0.10375 0.00000 0.00000 0.00000 -0.00092 8 0.00188 -0.06023 0.00000 0.00000 0.00000 -0.00030 9 -0.00089 0.03077 0.00000 0.00000 0.00000 0.00013 5 7 0.00995 0.00000 0.00000 0.00000 0.00000 0.00262 8 0.00917 0.00000 0.00000 0.00000 0.00000 0.00177 9 -0.00197 0.00000 0.00000 0.00000 0.00000 -0.00080 6 7 0.06681 -0.10350 0.00000 0.00000 0.00000 0.00196 8 0.09390 -0.13859 0.00000 0.00000 0.00000 0.00081 ' 9 -0.01920 0.03191 0.00000 0.00000 0.00000 -0.00098 7 7 -0.06682 -0.10351 0.00000 0.00000 0.00000 -0.00196 8 -0.03361 -0.05850 0.00000 0.00000 0.00000 -0.00196 9 0.01921 0.03191 0.00000 0.00000 0.00000 0.00098 8 7 0.00918 -0.02318 0.00000 0.00000 0.00000 0.00101 8 0.05265 -0.08656 0.00000 0.00000 0.00000 0.00279 9 -0.00086 0.00899 0.00000 0.00000 0.00000 -0.00003 ' 9 7 -0.00920 -0.02320 0.00000 0.00000 0.00000 -0.00101 8 0.09958 0.09278 0.00000 0.00000 0.00000 0.00081 9 0.00086 0.00899 0.00000 0.00000 0.00000 0.00003 10 7 0.00158 -0.02017 0.00000 0.00000 0.00000 0.00079 ' 8 0.09610 -0.07797 0.00000 0.00000 0.00000 0.00256 9 -0.00063 0.00892 0.00000 0.00000 0.00000 0.00006 11 7 -0.00160 -0.02019 0.00000 0.00000 0.00000 -0.00079 8 0.09310 0.09012 0.00000 0.00000 0.00000 0.00108 9 0.00069 0.00893 0.00000 0.00000 0.00000 _ -0.00006 12 7 0.00000 -0.01890 0.00000 0.00000 0.00000 -0.00020 8 0.00033 -0.01769 0.00000 0.00000 0.00000 0.00229 9 0.00000 0.00872 0.00000 0.00000 0.00000 0.00036 1 ************** END OF LATEST ANALYSIS RESULT ************** 70. PRINT SECTION MAX DISPL ALL L:\Structures\6319-007 -008 Apex\Calculations\1291215TAAD\91229.an1 Page 10 cf 12 Tuesday, January 18, 2005, 1:01 AM 24' 9:12 ROOF PITCH -- PAGE NO. 11 ' MAX MEMBER SECTION DISPLACEMENTS ______________________ UNIT- INCH FOR FPS AND CM FOR METRIC/SI SYSTEM MEMBER MAX DISP LOCATION LOAD L/DISPL 1 0.03802 45.50 8 2051 2 0.02138 26.67 8 2992 3 0.01591 37.33 7 4021 4 0.03131 39.00 7 2491 5 0.05762 56.88 7 1691 ' 6 0.00798 17.50 7 5259 7 0.00013 2.24 7 29258 8 0.00309 19.93 9 11070 9 0.00458 22.78 8 7458 ' 10 0.00013 1.60 8 28679 11 0.00878 24.50 8 4781 12 0.05762 40.62 7 1692 13 0.00000 0.00 1 0 14 0.00000 0.00 1 0 15 0.00000 0.00 1 0 ************ END OF SECT DISPL RESULTS ' 71. PRINT SUPPORT REACTION LIST 1 TO 12 L: \5tructures16314-007 -008 Apexl Calculations\I2412\STAAD\91224.an1 Page 11 of 12 ZV � V Tuesday, January 18, 2005, 11:01 AM 29' 9:12 ROOF PITCH -- PAGE NO. 12 1 SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 7 0.00 1238.38 0.00 0.00 0.00 0.00 8 0.00 1286.62 0.00 0.00 0.00 0.00 9 0.00 -961.50 0.00 0.00 0.00 0.00 3 7 0.00 695.01 0.00 0.00 0.00 0.00 8 0.00 625.10 0.00 0.00 0.00 0.00 9 0.00 -93.60 0.00 0.00 0.00 0.00 5 7 0.00 1238.38 0.00 0.00 0.00 0.00 8 0.00 1059.79 0.00 0.00 0.00 0.00 9 0.00 -961.50 0.00 0.00 0.00 0.00 END OF LATEST ANALYSIS RESULT ************** 72. FINISH END 0£ THE STAAD.Pro RUN *********** **** DATE= JAN 18,2005 TIME= 11: 0:33 **** For questions on STAAD.Pro, please contact * Research Engineers Offices at the following locations ' * Telephone Email �* USA: +1 (719)979-2500 support@reiusa.com * CANADA +1 (905)632-9771 detech@odandetech.com ' * UK +99 (1959)207-000 support@reel.co.uk FRANCE +33(0)1 69551089 support@reel.co.uk GERMANY +99/931/90968-71 info@reig.de * NORWAY +97 67 57 21 30 support@reel.cc.uk * SINGAPORE +65 6225-6015/16 support@reiasia.net �* INDIA +91(033)2357-3575 support@calcutta.reiusa.com JAPAN +81(03)5952-6500 eng-eye@crc.co.jp * CHINA +86(911)363-1983 support@reiasia.net * North America support@reiusa.com * Europe support@reel.co.uk * Asia support@reiasia.net 1x++++++xxxxxx+xxxxx+++++++++++++xxxxxxxxx++++++++xxxxxxxx+xx ' L:\Structures16319-007 -008 Apex\Calculations\12912\STAAD\91229.an1 Page 12 of 12 L A R S O N Client: Apex Homes, Inc. Job Number: 6314-008 V T Amhtleds Engineers,Surveyors Date: 1/21/2005 i E5 E $ I G NIVAa and ds alfiliale Larson A¢hi(edural Group Designer: DEG G R O U P 24'Wide Modular, 1 Story. 45 psf Ground Snow, 120 mph Wind 9:12 Pitch-Garage Flip Rafter Design: Rafter Length: 34.16 in Max. Compressive Stress f,: 136.80 psi ' Max. Bending Stress fe: 344.50 psi Max.Tensile Stress f,: 65.10 psi ' Connection Forces Rafter to Outer Module Truss: Compressive 718.20 lb Tensile 342.00 Ib Shear 110.76 lb Ridge to Ridge: Compressive 54.28 lb Tensile 48.38 lb Shear 56.17 lb Check 2x4 No. 2 Spruce Pine Fir Compression Check: ' Fc 1150 psi Co 1.15 Cm 1 ' CF 1.15 CP 0.92 Cr -t+(F,,1F•) 1+F� * �F F.IF,• where FcE 4409.1 2d [ 2c J c Fc' 1520.9 F c 0.8 KcE 0.3 E 1400000 psi Is 34.16 in d 3.5 in F�- 1392.3 psi fc<F'c: OK ' Bending Check: Fp 875 CF 1.5 Cr 1.15 Fy' 1735.8 psi fb<F'b:OK Combined Bending and Compression Check. (f�)' + fc <_ 1 (F�)� Fe(1-fjCE) Eq'n= 0.21 Combined Bending and Compression OK Tensile Check: F, 450 psi CF 1.5 F, 675.0 psi ft<F't: OK ' Combined Bending and Tension Check: fe + f, <- 1 Fy' F, Eq'n= 0.29 Combined Bending and Tension OK 1 12412 connections.xls Garage Flip Rafters %LARSON Client: Apex Homes, Ina `�Q -� L1Job Number: 6314-008Architects,Engineers,Surveyors Date: 1/21/2005 D E Sand its afiliareLaraonArchilecuralGmup Designer: DEG ' G R O U P Flip Rafter Connections: Flip Rafter to Outer Module Too Chord Rafter I Top Chord to Plate Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap to Fastener: 0.131x3"Nails the top chord and rafter. Design Value: 79 pounds ' Duration Factor: 1.15 Tensile Check: Toe Nail Factor: 0.83 26ga. Strap Capacity., 664 pounds Fastener Allowable: 75.4055 22ga. Strap Capacity., 998 pounds Fasteners Required: Use 26 ga.Strap ' Chord to Plate: 2 nails Fastener: 0.113x21/2"Nails Plate to Plate Design Value: 41 pounds Shear Check: Duration Factor: 1.6 Design Value: 79 pounds Fastener Allowable: 65.6 Duration Factor: 1.15 Fasteners Required: Toe Nail Factor: 0.83 Strap to Chord: 6 nails Fastener Allowable: 75.4055 Note: Nails required each Fasteners Required: side of the top chord/rafter Plate to Plate: 2 nails/truss bay joint. Min. Spacing= IOD= 1.25" Ridge Connection Rafter I Top Chord to Plate Note: Axial Tensile forces will be resisted Shear Check: by the attachment of a steel strap from Fastener: 0.131x3"Nails rafter to rafter. ' Design Value: 79 pounds Duration Factor: 1.15 Tensile Check: End Nail Factor 0.67 26ga. Strap Capacity. 664 pounds Fastener Allowable: 60.8695 22ga. Strap Capacity. 998 pounds ' Fasteners Required: Use 26 ga.Strap Chord to Plate: 1 nails Fastener: 0.0915"x 1 112"Nails ' Plate to Plate Design Value: 39 pounds Shear Check: Duration Factor: 1.6 Fastener: 0.131x3114"Nails Fastener Allowable: 62.4 Design Value: 79 pounds Fasteners Required: ' Duration Factor: 1.15 Strap to Chord: 1 nails Toe Nail Factor: 0.83 Note: Nails required each Fastener Allowable: 75.4055 end of the strap Fasteners Required: Plate to Plate: 4V I nails I truss bay w�o �-,m• GALV ATL zTAo (P-111T D PIA PLAT)z IDID (TDP APACING•"o ma +was. A"o ID. 12412 connections.xls Garage Flip Rafters L A R S O N Client: Apex Homes, Inc. Job Number: 6314-008 I Architects,Engineers,Surveyors Date: 1/1812005 yy�� 1 D E S I G N arm its arciiiare Larson A¢niiecrurai Gn,, Designer: DEG IL l ld�l�� G R O U P 24'Wide Modular, 1 Story 45 psf Ground Snow, 120 mph Wind 9:12 Pitch-Garage 1 Kneewall Design: Kneewall Height: 58.5 inches Max Compression: 127.78 Ib Max.Compressive Stress fe: 24.34 psi Max Tension: 142.54 Ib Max.Tensile Stress f,: 27.15 psi Connection Forces Chord to Kneewall(Comp.) 127.78 Ib Chord to Kneewall(Ten.) 142.54 Ib Check 2x4 Stud Spruce Pine Fir Compression Check: Fe 725 psi Cp 1.15 CM 1 ' Cr 1.05 Cp 0.84 Cs= 1+(F��E *� �1+Fc 2cIFa�J_Fa'F ' 2c c where FcE 1503.4 K,_E, Fc' 875.4 FcE _ c 0.8 ' KcE 0.3 E 1400000 psi le 58.5 in Provide 2x Lateral bracing d 3.5 in try 3rd points F,, 734.9 psi fc<F'c:OK at Third Point of Kneewall Height. Tensile Check: F, 350psi 1.1 Cr 1.1 F, 385.0 psi ft<F't:OK ' Kneewall Connections: Note: Any connection provided by the truss manufacturer takes precedence over the connections described below.Eg. If the kneewall is fastened to the truss top chord with a hinge plate designed or ' specified by the truss manufacturer no further strapping is required. Top or Bottom Chord to Kneewall Kneewall to Plate Note: Axial Tensile forces will be resisted by the attachment of a steel strap to the kneewall stud and plate. Tensile Check: 26ga. Strap Capacity: 637 pounds 22ga. Strap Capacity: 958 pounds 20ga. Strap Capacity. 1171 pounds 18ga. Strap Capacity: 1524 pounds Use 26 ga.Strap Fastener: 0.148"x 1 1/2"Nails(10d x 1 112") ' Design Value: 54.2 pounds Duration Factor: 1.33 Penetration: 1.48 inches Penetration Factor: 0.8 ' Fastener Allowable: 60.16 Fasteners Required: Strap to Chord: 3 nails Note: Nails required each end of steel strap 12412 connections.xls Garage Kneewalls ' %AR O N Client: Apez Homes, Inc.Job Number: 6314-008Architects,Engineers,Suweyors Date: 1/18/2005 D E Sand in amara Larson Amhtlectural Gmup Designer: DEG ' G R 0U P Alternate Kneewall Connections: Alternate Connection#1: Note: Do not use the Plate to Chord or Kneewall to Plate connections described above in conjuction with the Simpson strap connections listed here. Model Number Fasteners to Rafter/Truss To Studs Allowable Uplift Load ' (pounds) Simpson H2 (5)8dx1 112 (5)8dx1 1/2 230 Simpson LTS12 (6) 10dx1 1/2 (6)10dx1 112 620 Simpson MTS12 (7) 10dxl 1/2 (7)10dxl 112 730 Simpson HTS16 (8)10dz1 1/2 (8) 10dx1 113 865 ' Use Simpson H2. IAlternate Connection#2: 2x Blocking to Rafter Note: Axial Tensile forces will be resisted Shear Check: by the attachment of steel strap to Fastener: 16dx3 112'Nails the blocking and kneewall. Design Value: 120 pounds Duration Factor: 1.15 Tensile Check: Penetration Factor: 0.77 26ga. Strap Capacity: 664 pounds Fastener Allowable: 106.48 22ga. Strap Capacity: 998 pounds Fasteners Required: 20ga. Strap Capacity. 1171 pounds Blocking to Rafter: 2 nails 18ga. Strap Capacity. 1524 pounds Use 26 ga.Strap Nail: 0.148"x 1 112'(10d x 1 112') Design Value: 54.2 pounds Duration Factor: 1.33 Penetration: 1.48 inches Penetration Factor: 0.8 Fastener Allowable: 60.16 Fasteners Required: Strap to Chord: 3 nails 1 Note: Nails required each end of steel strap 1 V�IP n C r IJ C � J iM. C .3 r 12412 connections.xls Garage Kneewalls LAR 5 O N Client: Apex Homes, Inc. qz, �3 Job Number: 6314-008 . ' Architects, Engineers,surveyors Date: 1/18/2005 D E S I G N and its affiliate Larson Architectural Group Designer: DEG G R O U P 24'Wide Modular, 1 Story 45 psf Ground Snow, 120 mph Wind 9:12 Pitch -Garage Collar Tie Design: ' Collar Tie Length: 55 inches Max Compression: 672.03 Ib Max. Compressive Stress f,: 81.46 psi Max Tension: 267.42 Ib Max.Tensile Stress ft: 32.41 psi ' Connection Forces Top Chord to Collar Tie: 672.03 Ib Knee Wall To Collar Tie: 672.03 Ib Check 2x6 No. 2 Spruce Pine Fir Fc 1150 psi CD 1.15 ' CM 1 .1 1 CF = I+(F,eIF, �1+F�IF, *� _ FE IF, CF 0 1.1 Co where FcE 4252.4 2c zc c Fc* 1454.8 F _ Kr E' c 0.8 f (e,Id)' KcE 0.3 E 1400000 psi le 54.66 in Provide 2x Lateral bracing d 5.5 in try 3rd points at Third Point of Collar Tie Span. Fc' 1333.0 psi fc < F'c: OK Tensile Check: Ft 450 psi CF 1.3 Ft 585.0 psi ft< F't: OK Collar Tie Connection: Fastener: 0.131x3" Nails Fastener Allowable: 79 pounds (single shear connection) Duration Factor: 1.15 Fasteners Required: Top Chord to Collar Tie: 8 nails Knee Wall To Collar Tie*: 8 nails (each side) *if applicable 12412 connections.xls Garage Collar Ties %LARSON Client: Apex Homes, Inc. rfZJob Number: 6314-008 �/Architects , Engineers,Surveyors Date: 1/18/2005 D E Sand its affiliate Larson Architectural Group Designer: DEG G R O U P Reduce Truss Spacing if kneewall to collar tie connection exists Alternate Fastener: 16d x 3 1/2" Common Nails ' Fastener Allowable: 122 pounds (single shear connection) Duration Factor: 1.15 Fasteners Required: Top Chord to Collar Tie: 5 nails Knee Wall To Collar Tie*: 5 nails (each side) *if applicable ' Alternate Fastener: 30d x 4 1/2" Common Nails Fastener Allowable: 322 pounds (double shear connection) Duration Factor: 1.15 ' Fasteners Required: Knee Wall To Collar Tie*: 2 nails *if applicable NAILS G.1 J1 x }" NAILS ' QE N07 FOLLOWNDS GUIDELINES FOR FOLLOW NDS GUIDELINES FOR NAIL SPACING AND EDGE NAIL SPACING AND EDGE DISTANCES. 10 NAILS FOR DISTANCES. MAX J NAILS FOR 2x6 TO 2x6 CONNECTION NECTION. 2x6 TO 2x4 CONNECTION. 12412 connections.xls Garage Collar Ties 1 L A R S o N ,1oB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 / SHEET NO. 1 OF i i4- C> E 5 I %IN�! Arch tects-Engineers•Sun,evors CALCULATED BY Deg DATE 1/18/2005 G R O U P nr p r P.O.Box 487-Williamsport,PA 17703-0487 CHECKED BY 1-��,.. DATE Phone(570)323-6603•FAX(570)323-9902 SCALE MAIN HOUSE - Sn w Drift Design �— — -- - Design Criteria I I I Building Descri tion: I �� ! i �I Ili III 1 � � � ruction w/Garage 1 frame const wood ' — I ! _o uai osory, Codes ' Real Code of New York State (2002) - — — - -1 !AS I I i � - -T - 1 i Loc I i ation: 1 Cutchogue, NY Suffolk County - ' L Ground Snow Load RCNYS (2002) Figure R301.2(5) 1p -- -- I - - I L A R S o N JOB Apex Homes, Inc. QN-12412/ NY LDG: 631Q4-008 SHEET NO. 2 OF 31 r/ E 5 1 %rN Arch'tects•Engineers•Surveyors CALCULATED BY Deg DATE 1118/2005 G R O U P P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY DATE Phone(570)323-6603•FAX(570)323-9902 SCALE III Exposure Factor ASCE 7-98 Table 7-2 - -T7 — Ce= 1.0 Partially Exposed, Terrain Category C --- 7-3 ASCE 7-98 Table _ I 1lThermal Factor , i S �— - Ct= 1.0 I ------ - - - - IASC' �7-4 1 or I � E 7-9�able - Importance Fact - I .0- Category II '- -- - _ (Ground Snow Load 'ASCE 7-98 Figure 7-1 P4y = _ 5 psf i 1 RCNYS (2002) Figure R301 2(5) - 'I Flat Roof Snow Load it IiASCE 7-98 7_3 -Pf= 0.7 Ce C1 I Pg = 31.5 psf Roof Slope FactoCE 7 R r p _-- I AS -98 Figure 7-2 c I -- ICs 100 1.- - '7o Roof Sloe I I Sloped Roof Snow Load�l — ASCE 7-981 ' I I 7.4 ?Ps Cs Pf=3.5 _!psf - - f Snow Drift Density ASCE 7-98 7.7.1 iY= 0.13 P9 + 141< 30pcf — I --- _�, 19.9 pcf� ' Height of BalancedSnow Load _ ASCE 7-98 7.7.1 hh- PS/Y - 1.6 'ft I L A R S o N joB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 3 SHEET NO. 3 OF *B > E S I Cl—.%FN�4 Architects•Engineers-Surveyors CALCULATED BY Deg DATE 1/18/2005 G R O P i P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY I J �. DATE 1 p Phone(570)323-6603•FAX(570)323-9902 SCALE Height between Balanced Snow Load and Upper Roof he= 1.1 'ft L 1.6 IIft In accordance with ASCE 7-98 Section 7.7.1 IF hc/hb is less than 0.2, drift loads are not required to be applied. -7 II SII i Ihdhb = -0.5/1.6 < 0.2 Therefore, snow drift loads need not be calculated. I FT Ll IF Imo- ; , i -- - - --- - -- I I - - I � -- - -1 -I L sa R -S o N JOB Apex Homes, Inc. QN-12412 /NY LDG: 6314-008 y SHEETAT OF O E S : G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/20)15 P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY t x-(L DATE Phone(570)323-6603•FAX(570)323-9902 SCALE Snow Drift Design 1 1 1 1 Garage 1 � � l I � I Design Criteria I- 1 _ Building Description: - - --- Modular two story, wood frame construction w/Garage Codes: _ _ I - - 1 Residential Code of New York State (2002) - ( ASCE 7-98 - Location: � ! - --- Cutchogue, NY Suffolk County 1- - Ground - ( ) re R301.2(5) —I- Pg - - - - - - 02 Figure-- -_- -- - - Snow Load -_ -- L -- RCNYS 20 r 5 1psfI-- I I 1 1 I i, II I L- L A R S O N JOB Apex Homes, Inc. QN-12412/ NY LDG: 6314-008 SHEET NO. 2 OF ' I] E S 1 G N Architects•Engineers•Surveyors CALCULATED BY Deg DATE 1/17/2005 G R O U P { 6 P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY 1` DATE Phone(570)323-6603•FAX(570)323-9902 SCALE i Exposure Fact 'ASCE ASCE 7-98 Table 7-2 I I I I I I _ I it i Ce= 1.0 Partially Exposed, Terrain Category C Thermal Factor 1ASCE 7-98 Table 7-3 C'= 1.0 Importance Factor L !ASCE 7-98 Table 7-4- _ 1 � � I = 1.0 Categ oryIIE. ,E I Ground Snow Load ASCE 7-98 Figure 7-1 L ' Py = 45 psf RCNYS (2002) Figure R301.2(5) T -- - ,Flat Roof Snow Load (ASCE 7-98 7.3 I- - - --1-- 1 'P1= 0.7CeC,IP9 = 31.5 psf Roof Slope Factor ASCE 7-98 Figure 7-2 0.83 19 on 12 Roof Slope_ - - Sloped Roof Snow Loa - -- (ASCE 7-98 17.4 —� Ps = Cs Pf= 26.1 psf -- - Snow Drift Density ASCE -987.7.1 :y 0.13 P9 + 14< 30pcf �- --� = 19.9 pcf ' I Height of Balanced Snow Load !ASCE 7-98 7.7.1 �h = Ps/7 1.3 ft �- 4 1 �� 1 L A R S o N joB Apex Homes, Inc. QN-12412/NY LDG: 6314-008 SHEET NO. 4 OF 0 6 If [D E S 1 %'�— Architects•Engineers•Survevgrs CALCULATED BY Deg DATE 1/1712005 G R O U R r^ Phone x 487323-6IIliamsp rt,PA 17703-0487 323-9902 CHECKED BY IL DATE SCALE 1 -T Height between Balanced Snow Load and Upper Roof y hg= 11.1 ft 1.3 ft = 9.8 ft i I i I I i Leeward Drift(Upper Roof to Lower Roof) j I Length of Upper Roof _'I lo60ft - �� 1 II I Height of Snow Drift + g ASCE 7 98 Figure 7-9 —L -- --- - hd = 0.43 (I„)V3 (P9+10)1'4- 15 = 3.1 I,ft ' Windward Drift(Lower Roof to Upper Roof) -- �, I- - ' Length of Lower Roof U 24 ft lu < 25 ft, Use lu =25 ft 1- - -----� {- :Hei ht of Snow Drift I ASCE 7-98 Figure 7-9 � 9 9 ' 0.43 1 1'3 P +10 1'4 1.5 = '14 Width of Snow Drift ASCE 7-98 7.7.1 i i -' iw=41ha = 4 ( 3.3.1 eft) = 12.3 ft 1 - _LJ Snow Drift Surcharge Load ASCE 7-98 7.7.1 - Pd= hd Y= 3.1 A (' 19.9 pcf) = 61.2 'psf - �iSnow Drift Load � ASCE 7-98 7.7.1 I h— I �I ' I I Ps + Pd = 26.1 psf + 1 61.2 psf = 87.4 psf I 1 L A R S O N 7 JOB Apex Homes, Inc. QN-12412 / NY LDG: 6314-00/8 SHEET NO. 4 OF 7 Id G R O U p Architects•Engineers•Survevors CALCULATED BY Deg DATE 1/17/2005 1 P.O.Box 487•Williamsport,PA 17703-0487 CHECKED BY IL DATE t 1(}�•., Phone(570)323-6603•FAX(570)323-9902 SCALE Check Standard Rafter Configuration for Snow Drift See Calculation Manual Section 3 for 9 on 12 roof configurations. Standard Rafter Configuration: 24"D.C. for Pg45psf 7I 77 16" 16"o c for P9 65 psf 1 __LJ- — -112"0— cps ---� ll t +1 Maximum Snow Load acceptable for Rafters at 12"D.C. �� T _ - 1 Unbalanced Snow Load' ASCE 7-98 7.6 � — Da #ts- -- Psgb= 1.5 [ Cs ( 0.7CeCtIP9 )] T - _4t= Ce _— =1 - _ 74.1 PSf , J Must Reduce Spacing 9 Rte_ q ired Spacing _ -_I 74.1 p - 0.85 ft --- Use 10 o.c_ �� - I s = If i 87.4 'psf 1 � 4 ; t� - _ -_ II --- i I i-- 1 ON-12412/NY ;[FU�TU�RE SURROUNDINGS/LETTE PERIN❑ #3 VLCPLIC! -xDnuM( `ll .NONE 11.1 YLW_Xxw a SriiCn SN+ 6 RUNS nRCVIWSL+a°!R°vCD Br WS. a llCa+lw b IWB-02'0)i.NaxlFaCfIpCR'S 14 N1169. .c.Nai N!r BCCM M]DIIICD IN.Nr nRNiCR. z. +NE CxCRCY vDRrlw rrM nax Nas BCE"MI M'°slxc vwr s �D�S 1xDflll+CiUmllaxC[ .11.IK ONE.., CoDC THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED THE REDUIRLLOED BY ING ELEMENTSC OF C RTOFICATMN EXCLUDE EACH HOME ARE AS FOLLOWS 1 BUILDING SYSTEMS PILED WITH THE STATE, 1) DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION 2>NOT DESIGNED TO BE MOVED ONCE INSTALLED. I>DESIGNED AND MANUFACTURED TO COMPLY VITH NATIONALLY RECOGNIZED MODEL NY. CERTIFICATION FOR MODULARS BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING. OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT YES X NO To TITLE II OF THE NATIONAL HOUSING ACT, AND 1 N)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN ON A SITE-BUILT PERMANENT FOUNDATION. 1 1 �Zi6� to- 1 ,e-+.C. FOR SNOW DRIFTING ® ® a 0 0 1 Cl 13 1 1 o00o 1 1 All 1 NOTE -ACTUAL HOUSE MAY VARY FROM ELEVATION 1 _ THFPF.IKOF 2860-CUSTOM 2 STORY PEr PERFFOT/ON FRONT ELEVATION HOWL S, INC. FILL NO 1 DRAWN BY, DATE scALD Lar[R. KB/KB/AS/KD O1/04/05 A12412 L A R 5 0 N />pf/ QN' ZZS//L ZA� JOB 7' D E S I C,%NArchitects . Engineers . Surveyors SHEET NO. OF D E S I G N ffJJ G R O U P CALCULATED BY— DATE P.O. Box 487 • Williamsport, PA 17703-0487 CHECKED BY TA!'/ DATE r Phone(570)323-6603 • FAX(570)323-9902 SCALE 1 ..0 Ile,4 /n�R •.f�G9/,.✓a�f C'el/�/v/, ��i..i�ter/' Q/ G+.-t4 /fD/4't�0? �j[ :. 1 2r15/" v _ /ZO ✓ = Irk 6/,/s lis y9/ i 1 9P6/o�F 1 - a-- R -- - - - ----4' j ' LA RSO N 'r, A� /��� l JOB—- 4' ' Architects . Engineers . Surveyors SHEET NO. OF D E S I G N G R O U R CALCULATED BY �7if DATE //�� P.O. Box 467 . Williamsport, PA 17703-0487 �� ' "J Phone(570)323-6603 . FAX(570)323-9902 ✓�// CHECKED BY DATE SCALE ' G///o Ai- Aa-u /26f 1 ' /vI GX/Mv.✓1 /'(//G/ �n ��J-�(� ��/! /Zjta )//PP �GO J. /� ° �e� .l3� ..../qe..X �i �y.. �L hlr�✓�� fy.. {r�!/+'� �o�'clJ Co�oc�-fes fo Ti /J�•�-�' ' /�/r /rad 3-r-17a %s 1 yCs / S' 1240 was / 6r jf� ,, a Yrvenne rla.Gwam In.. 15)111 t91-OOfll ' QN-12412/NY i2c URE SURROUNDINGS/LETTE PERIN❑ #3 1S1 a n. x"vVL[v[c. e[L¢r •x. wtce[zslr ' NDccnc_ rwi nMA,,ArD MON, tr"w PL•"-1 IELx.PP OVERwPSTCN SET ce tturs PeCVTRISLT.PPapVED 1• CO! ..... .pN T nesseMONTI , IN NN, rw[rs.n nsB. .......s wr e[a rp0,[rzD w.N.n.wta. I. INC EKIG•NONTION P Cwt M1•""..S BCEN N CIANCO..S Peer 5 6DMCI w r ysT.r�[�E,�vLCNO ER" i�mcw��tlo"mx tE.cvc.corcl �6 ]_B, 21•-2 36'-4' 46'-2• Mplrt]>2.ID SP[ =2 xpa<])2.10 SP[ .x LSCC 5.r4 Jz) A. 1 PG J2t B 51" eII>I lltv.6' D.L•RnLC.Sr•LC L•NL O 1 5 GLAZED OS AND PCS UKL LCL.T,w� O 0.•E[0 _ o-s c.q.:- - -. 14•-4• 12'-0' V%m Vx7D z VLL % V Voz. 9'-0• -II 3'-6', 2 e 13. DJ-IB Se % Dvi g LIN N ^ z.1W VT F �$ wR ❑" m z-rw V` _;, 15'-1' ^ _ ITT M•w J ' 1 Copt 2r,eL 5rw• $ e KITCHEN �1 i n 8098OFF 1 S0. FT. P �`ui N 23'-0' 6 ` "1 0' c 6.48 LIGHT REO'0 i�p \ n m 3.24 VENT REO'D N O o to BREAKFAST '� p.30 LIGHT PROV'D NOOK _ 23.05 VENT PRpV'p -Y TO 154 5D So. FT2 a,vaED[cexcas El i BATH .3 _ To 7-/6� 5 - 12.76 LIGHT RED REO'D vI) p.Dspar P /� >• _ I I 6.18 VENT REO'0 PANo rR wxaSl¢ DC ra. ^ 'V FAMILY ROOM I JO.BO LIGHT PROV'D - b'-9 vvr SK•rNINL 366.IL S0. M 14.97 VENT PROW IT 9. 4. Qi ❑ ry 29.35 LIGHT REWD L_ 19'-0 1/2' ga _ 14.67 VENT REO'D ^' 9-I I r_, 9L60 LIGHT PROVO ___ _ 1 48.32 VENT PROV'0 o HALL `. x.. P[.2 SlFnmt SrwS �'4 i ! jo 3• fJ 112• e•-O- 3•-B vz' E a - VJs]D V%1] �_6_________ ________-II_6______ N ____ _____________ ______________________ - zl zs sw.z suPPwC zrws ^ n z B smE N I 8' 1 / 6'-1' 1 4 3'-]' a x.. svr[z sLavwT swvs w4r r-e s¢r I ILL s VLLL c•P o)x.s svnx sw:MI swvs 3 1 1 B B - 4 0 --R L-LLL •P 1 SPn2 SVPwr SLwS DIW - -] _) b x- Sv[a2--- S-- - ~ a L O s IDx L N -U mnN CAT l' EN,A V vmD<.P $ Dv1 WG[IaERLL£ 1§i GARAGE g wP(msE 5 ' z N N _ r- N.I.L _ DEN - . u oL �6 _DININj o N v.,uxc zRON swv. - I wJRC - _ 96,34 O F M xr.a Srw•, 16).46 $0. ET. j n N = U.41 LIGHT REO'D M INC. 196.34 ST ET. 6.71 VENT REO'D wm 1505 VENT REO'p 244D12OB LIGHT PROV•p - H "'-� om g'u' SCCwD irM• 1 )40 VENT REO'D IZ OB VENT PftpV'D m S II I 12.00 LIGHT PROW ' 1 _ 12.08 VENT PROV'D _ p _ 0 _ _______� VPnID•sS[xeLr $g - - rA wmas.I.m . 3•-6' FOYER 15'-3 ) ov[ sw'•rxlNG .r WOO V•LL ' b 11 v1 woo[u• 15'-1 1/4' O I O O I © xMJ ia0 sv[ q OJ Q srcn �acc s.Pc]a J2' D' 39'-6' 44. 2' 60'-0' 6'-3' O'-9' 24•-0' ' a.IEO 12-1 r----------------------------� ® 4•X10' FLOOR REGISTER (3• FROM WALL) 10 REDUIRED r----------------------------^ I GARAGE ONLY ' TOE-KICK HEAT GRILLE ( LOCATED @ VET AREAS) 1 REOUIRED I HOUSE ONLY I I ® 6'XN' HIGH/LOW AIR RETURNS @ 87- L 18' AFF_ 5 PAIRS REOUIRED 11 ALL EXT. LOAD BEARING HDR'S: WITH SPAN OF 3-7' ORS r--���w� 1 I ALL EXT. LOBE BEARING PF 01 WITH SPAN OF 4•-4' ORI I LESS VILL BE (3) 2x6 SPE x2 ALL OTHERS WILL I 1 USE HIGH WIND PACKAGE 1 HOUSE UT BE ERECTED AT I LESS WILL BE (3) 2x6 SPF x2 ALL OTHERS WILL I ---J CUT CHOGUE, NY. 1 BE SPECIFIED ACCORDING ID NEW CALLS MANUAL. 1 1 BE SPECIFIED ACCORDING TU ip NEV CALLS MANUAL. I L--------- I ALL RECUIRED JACK STUDS SHOWN ARE 2x6 SPF x2. I I ALL REDUIRED JACK STUDS SHOWN ARE 2x6 SPE e2. ; SUFFOLK COUNTY I ( SECT. 10. PG. 20 1 I ' I ( SECT. 5. PG- 32 ) 1 45 LB. SNOW ZONE I I I 1 ALL M/V HDR S; WITH SPAN OF 3'-]' OR LESS I 120 MPH. WIND ZONE (3 SEE GUST) I ALL MXV HDR'S: WITH SPAN OF 8'-b' OR LESS I WILL BE HD 2x6 SPE 12 ALL OTHERS WILL I 26 PSF. WIND LOAD VILL BE (4) 2.6 SPE 12 ALL OTHERS WILL I 1 I SEISMIC DESIGN CATEGORY - B 1 BE SPEC:ElEO ACCORDING ip NEV CALLS MANUAL. 1 1 BE SPECIE[ED ACCORDING i0 NEV CALLS MANJAL 1 1 ( SECT. 10. PG. 100 1 --� ' I < SECT. S. - 107 ) 1 t_-----_-_ ----------------- NOTES 62ND FLR FLOOR BEAM @ FAM ROOM TO BE 2860-CUSTOM 2 STORY 1. BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY (4) 1 1/2' x 16' M.L. (SEC 5, PG 103) THE P6Ad OF SIZED HEATING SYSTEM TO COVER A 137,000 BTU LOSS fgP�,N PCRFECT/ON 1St STORY FLOOR PLAN 2.HEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED BSMT 7. 9-0' CLG HEIGHT (HOUSE ONLY) 3 B. 9/12 ROOF RAFTER SYSTEM @ 16' O.C. (GARAGE) 11roI��'..S INC. 4.M/W HDR @ DEN/HALL TO BE (4) 1 I/2' x 9 1/4' M.L. (SEC 5, PG 103) 9. CLG. BEAM IN DINING/KIT TO BE 4--2x12 PF 112 7 fIRAVN BY UA 1 SCALL: LAYCR: EA NQ 5. CL BEAM @ GARAGE Tp BE (4) 2 I IO SPF #2 (SEC 10, PG 100) SEC 5, PG 103) KD/KB/AS/KD 01/04/05 o sHiKEPI .012412 ' QN-12412/NY ( FUTURE SURROUNDINGS/LETTE PERIN❑ #3 iv rK -I, Or N. RNDWLE—. BELIEF A.D wD`ESSIDN.L .uo4ENENr rNis r•Cr°Rr rNV`.II KD MYC ". IN.ws 'cc."BOYTo 'AEN. S+PEN SCI 7 rw RL•NS ABE`RIRISLI WRDVCD BY DDS. • LIC•i1P r6 NI16D-K-L I..•.NVIKrWEY"S AD .,.A.. NNIEN..I AD, BEEN•ODIr IED IN AN' NUKR. $ IIC ENERLf rtRilpl W I.R.A NAS BEEN RNCe•RCD VSINL R.el S D,NEW, M. Sf•M EKeLr [DNSERviION CONSIRJCrIM COX IEKeLr CDDCI AND IS IN rML C4oLIrCE VITN THE EKRLY SOX 1r DE N1K 12'-7' 23'-6i1N ^ 31';9- 39'-7' S2'-J' 6O.-D. 13, zCo NG O'�SEEEMES%01 N" 129 •z Ci _.^:A'-e.:�•. 4444..:. ...�..._.t. .♦ �, i .N -'r_n J.. N ..v. -I1• Y BATH YI v K-1 44 _ BATH Y2 / IN •--Lw•e.�VENT O By I - _ _ __ vreel WALK-IN Isa CmSTORY 'a ` 2'-9 I/2' BEDROOM p4 v CLOSET 1 ' �� 19073 S0. FT.,° LAVER W. UTILITY ^' � 11._0. 14.46 LIGHT REDD I IS-RLODSCI �i 723 VENT REO'D I.NIcV vv WALK-IN 280 LIGHT PROV'p 12.08 WENT PROV'DCLOSET 6... 112 -0-51 -11 - Ii1 II 1 2 9'-9 I/2' 32'-5' ❑ E'- ----"-'---'r"D O iv G WP3510 GABLE ENOVwLL \ ❑ a aI 2.4 sent swpwr sruos HALL o xu1Rx �•�� 1 n '26 ----- 1---- I suAe120, wr sruos 1 r__________- _.1 pNn r-B' It" Mfr x'-!- scn CLE r WALL PR CL4 L Vqt 40 1 1 u IV --szl 2.4 Sel4S SIM( SWIS 1 3'-7' 11'-0 1/2' O 15'-3 1/2' I ------- 1 - - _____ 1 fDilo a, R _________________________________________� u BATH 04 BEDROOM 111 Ruuw O BEDROOM Y3 1 ' - DNSNE _ - 152.3 SO. FT. - I 282.43 S0. FT, Br 22.59 LIGHT REO'D vans iv:> T 12.19 LIGHT REO'D 1 1130 VENT REO'D �>� BEDROOM Y2 6.10 VENT RED'➢ I 3420 LIGHT PROV-D pe°" rO Fi= 155.B9 SO. FT, 22.80 LIGHT PROV'D I ^' IB _.06 VENT PROV•0 nasi ximr ?� 12.47 LIGHT REO'D 12.08 VENT PRDV'D _ .R �' 6.24 VENT REO'D 4-11 22.80 LIGHT PROV'➢ ?CLO 5 12.08 VENT PROV'D I - I I v-w"IDo ENA L ] CLO 2-0' 1 1 2'-11' BALCONY I la'-4' 11'-9' 13'-11 I/2- 4 2'-0' O � VFEreEss O -.. . _ _ 4•-6' 11'-4' IS'-ID' 1-_ ______________________J Oi E_SS O O (.R�NIM Lz.t S[' R E4RCSs (D O JI FFXYN N1pRl/Z'll 2 4 B 12 2 LvwKR ABOVE 32'-0' J9'-6' 44'-2' 60'-0' ALL EXT. LOAD BEARING HDR St WITH SPAN OF 4+5' OR LESS WILL BE (3) 2.6 SPF 12 ALL OTHERS WILL BE SPECIFIED ACCORDING TO NEW CALLS MANUAL. ALL REQUIRED JACK STUDS SHOWN ARE 2x6 SPF 02. < SECT. A. PG. 29 I ALL M/V HOP'S, WITH SPAN OF 4'-7. OR LESS VILL BE CU 2x6 SPF $2 ALL OTHERS VILL BE SPECIFIED ACCORDING TO NEW CALCS MANUAL. ( SECT. 4, P0. 100 l • A1 � 5 NOTES: 5 rye PtAros 2860-CUSTOM 2 STORiid 0.G BEAM @ BEDROOM l TO BE (6) t V2' 1/4' M.L. (SEC 4, PG 10116 ./ L / ateFccriov 2. CLG BEAM @ HALL TO BE (4) 2 x 12 SPF 42 (SEC 4, PG 100) 7. /ZPE'X 2nd STORY FLOOR PLA 3. 7/12 RAFTER ROOF SYSTEM @ 16' O.C. 8. 4 9 'ffoff s' INC. DRAWN BY OATS SCALE' LAYER'KD/KB/aS/KD 01/04/05 FUTURE SURROUNDINGS/LETTE PERINO #3 QN-12412/NY 'm eK BE, .1 x. ...LES'2. BELPF.RO PRQEssla•L ,,19eExw* � Ixls F.0 iox. x ACiwco+uc axw PLAN x.s BEEN.POPOvEP .P=Pi......."D "" a oz....�v.lc�llmivE ND.1..1.0 B. Oos. ..'E. Ml w) acx wmFIEO 1.•.. PANNE. z. '"' ENE PpR11M rc rr.l AN ws BECx PREP.PEO vslxe P•Pe > Q KV YOPP JrE CKPLY COxSEPV•)IUI EOKIRLCiIOx COK IEKPL•Co"' 'ENR I9 Ix FILL EDNPLIN9CE VI)x INE EKRLY COOL ___________________ O_ _________ t _____ _______ I • I 1 � I I I I 5 r— tI I I I I I I i I I I . 1 I I I_p. 1 1 c I 1 1 I i v I I I I 1 I I I I I I l'-9'•_ ___i 3'-9'i a-a' 4 -3' - " - a-11' 3-3' ]'-3' a'-2" <�-]' <'-3' 12-7 114" O Oo' O - I I I I I E.065 LL 8.06$LL. 0.005 ll. ).)9]L1. 92JY LL. 9.B]] LL. IO.])]LL. 8,)BO 11. 0.990 LL. ).913 LL- / 9.050 LL. 9.1•Y LL. �N ,9..20 Ll. ' ' I 10.125 fl. 10.12] it 10.123 )L. 9.)90 1L. �2] LL. 11.390 IL. 12.Jn )1. 1323 IL. R.A 11. B.))5 9L 10.013 IL. Il. 11.•)3 Il 11.)00 IL 1 1 1 N 0.5)3 I.L. `3p'.3p' CONC. 1 I rOOTER V/3 1/2' ,IIZB3 L . b I DIA. COLUMN 1•,Ofd 11. I I 1 FOUNDATION DRAWINGS ARE TO BE USED AS i t I � A GUIDE ONLY. APEX HOMES WILL NOT ACCEPT ANY I I 1 I LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS. I I = I I I I ry I I I I I I I I I I I 1 I I 1 I I I I 1 _ B" MINIMUM CONCRETE VALLS __ _____________________ I 1 _______________J _______ _________________________________ aa•_Z. 15'-11 1/a' /L�/.k D /L •�p.c. NOTES I. FOR ADDITIONAL INFORMATION SEE FOUNDATION TYPICAL DWG. #A15-A16 OF THIS A 1 . 8 2. PERIMETER RAIL ATTACHED TO SILL WITH 16cl. 3. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARINGPRESSURE 4 CONCRETE COMPRESSIVE STRENGTH: 2500 PSI „ �� �� I ;P./f Dy�O o.c• /�� Ca'BK 5. M OR S TYPE MORTAR TO BE USED �_ �/y �Js^*Dz�� o-L• /���fr'� 6. MAX. ANCHOR BOLT SPACING: Et"e"`ff'C. rHfPb.4A' OP 2860-CUSTOM 2 STORY P6PPL'crroA FOUNDATION PLAN 7. WINDOWS OR VENTS (INSTALLED BY BLDR) ARE REQ'D. TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION 7PE1,Y AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. lffoffL�S, INC. pRAVN Bn pAiE SC LAYER' rILE I+O' 8. NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION Kp/KB/A$/KD 0104/05 4AIF-'=1'-0' A12412 Oo� s °• c % SURVEY OF LOT 2 MAP OF HARBOR PARK HOMES _ FILE No. 96FILED NOVEMBER 22, 1996 V. SITUATED AT 30� 55 e CUTCHOGUE 1,0i '�' y £moi TOWN OF SOUTHOLD *tvO" SUFFOLK COUNTY, NEW YORK o Dia o• �y S.C. TAX No. 1000-103-01 -20.9 SCALE 1"=60' MAY 12, 2004 AREA = 80,000.63 sq. ft. 1.837 ac. I boo l CERTIFIED TO. I I SUFFOLK COUNTY NATIONAL BANK CHICAGO TITLE INSURANCE COMPANY I JOSEPH H PERINO 0 LETITIA C. NASTASI-PERINO 2 _____ Tom. ,t i o£ -yo- NQf1GS. y e - \` L' 1. EtEVATI0N5 ME gEFERFJICED TO M ASSUVED DATUM EIFV s,r rxrsnNc ATNNIS AAE SHOWN rwrs: 3. RERR TO ERFD TNAPm FDA rEST NOIF DATA. O• 11/"11 Jl\ti= i J. MNIYW SFPIIL , 4' DAP K. @ FOR A I TO ! BEDAODY NODSE 15 1.000 WLLDNS. 1 TMX: 6' LONG, I'-3' WIDE. A t D[EP 1. III POOL IS'O ,SnIEY FOR A 1 TO ♦ BEDIIWY Na15E ES J00 F ft SIDEAAIl AREA. �✓QIy'/ O I POOL 12' MEP. e' Ala. RpPDYD EXPANSION PODL L ® PROPOSED 1IA01NAAG PODL ® MOPDSED MO TA s. TOBBSEWA�lI0N5 AriO/W DATA OgTA1.1S AM CE ISN�FWW OTHENnEAEDN ME FROM nE10 J0��0 o,�y"G SUFFOLK COUNT' CF H-ALTH SERVICES M �s x � FE.`.i_'i: i•7a,SA'v`ri.C�EJxf1.'.�i CCP.'S'T."Z`,i,`*r?(��IFORA RNRMEn NTINrIrcN�wprNlgl� �f� 1 �:;/L ki .IfN-t'.tu'Y RESIDE1NCL oNLtYTHE n s 'w "'�5mtf VlR) �' bac l ccSS \ BATF R3,�.EF. NO I b1� O� ION APPROVED `— I�. /� o• FOR ivlAX-"IUM OF -$�-BEOROOM3 ° EXPIRES THREE YEARS FROM DATE OF APPROVALILI; N.Y.S. Lia No. 49666 "0� Q mVW,IIMDy5"TON11��2µ5 A/1 STAFF�r°OOIIbN ..a. 72M AA 3° T na ,mss � Jo eph A. ingegno s _ Na Land Surveyor 9� S 6 O�yHOP lS m a ° vAD TmIE tour ONLY TO THE PERSON FOR MION THE SLIMY ICES$ mAND ON HC To THE YTLE CONPAN'. �&rcptL7 AM TiNe Surveys - SubdA+ na - Site Rare - Cwmruclion Lomat 1ENENC WSIINIIOII US HEREON. AND To THE AssIGNEES a THEI[1MIG w - 1 Rmotl C� TIaNs AD NOT TRNvsFrAAac_ PHONE (631)727-2090 Fox (631)727-1727 THE "ISTENCE OF WHT Of WAn 322�IF R S LOC NUE P 0. 6u:�ss 41E AND/OR EASEMENTS SSWAVN AW HOf OTOW RMTFED. \ RNERHEAD. Ne. York 11901 RlverMod, Ne. York 11901-0965 s ;/ SURVEY OF vb LOT 2 J MAP OF HARBOR PARK HOMES 4. FILE No. 9602 FILED NOVEMBER 22, 1994 0155 LA SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Q� S.C. TAX No. 1000-103-01 -20.9 � SCALE 1"=60' MAY 12, 2004 FEBRUARY 18, 2005 REVISED PROPOSED HOUSE APRIL 26, 2005 FOUNDATION LOCATION e F. 0 � A AREA = 80,000.63 sq. It 6R �. �Ao N !F`3 u 1.837 ac. Nom,s s Oil ` a o• jet s CERTIFIED TO: A "'s NATIONALSUFFOLK COUNTY BANK CHICAGO TITLE INSURANCE COMPANY e! JOSEPH PERINO LOT ® ^ LETITIA C. NASTASI—PERINO va P. 4 i' ck /Jl 6A AA 30 L/O�E ANN E 5 301 300 �LA N. jF1ibN. TC NFY 1CPK SG1C LND US 0. 19 N.Y.S. Lk. No. 49668 •Q 1 y` I,IMI,IMJS A.T]IA,pN IXi AO F SUMET 6 A NOLA1pN OF O SCIKN )209 OF TIE NEW VOIM SiAIE A muG, u. Joseph A. Ingegno p OT c PES 0F TRS sumEY Nre NOT eFARe1c 5 6A L _ °a'°BE Land Surveyor TO BE A V" TRrA:GOR'. omAy To i HE Et9ow D IIFIRM THE S FUN a1LY LO THE PERSON iOR MbY iK SURVEY 6 PIEPNIED. Nq pl WB BEH4F 10 TIE Tm£CTNvmt, owEmaRxni AGfFp.Y ND 1'Nk Surwye - Subdiviaiom - Ste Plane - CorWliucfbn Layart NE A511fUfpN USRT NEAFIRl. AND .vnd TONS Aerie N�OFTFA19 RASE. PHONE (631)727-2090 Fax (631)727-1727 \ THE EKISTENOE a R OF WAYS OFFICES LOCATED AT IU-M AODRES Aro/OR EASEYENES OF RECOIKI. IF ANY, NOT SHOWN ARE NOT LRIARANIEEO. 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, Ne. York 11901 Fr.r . No. York 11901-0965 SURVEY OF L 0T MAP OF �` i-at�I OR PARK HOMES `n%ti\`�.',.� S No 9602 FILED NOVEMBER 22, 1994 SIT(:ATED AT � ���� C[;TCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-103-01 -20.9 \ �a SCALE 1 "=40' MAY 12, 2004 -F BRL,ARY 8 2005 REVISED PROPOSED HOUSE APRIL 26, 2005 FOUNDATION LOCATION SFPTEMBER S0. 2005 FINAL SURVEY V if r A. AREA = 80,000.63 sq. ft. } 0 I 1 .837 ac. oa Nf- , �Tm 1gpp�� `7 N _ r ocl E i �N �+ 710ij x DRnEwnv / l - l e ,n Vl / apw 0 0 \ UP. & _ f UP, _ ` cP \s I .\ Q \ \ `4 0 I \ i 10a 1 \ c Rl4NC WIT', THS. MINIMUM SJR4 YS AS ESTABLISHED Q , ` } `EP n. 4cNFA IO AND ADOPTEc R SSE a' -E NFA YRk STATT ,aNC �.J - 5^Ce^iN g �A I,0 i N V S Lc. No 49668 ——I uNArHORIz ALTERAncN oR AOOmoN Josep A. Ingegno SECn°o=O OFISAE'oWTIOR°5TATF LA E%CN LA LandSurve Or COPIES OF THIS SURVEY MAP NOT BEARING CERTIFIED TO: y THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED SUFFOLK COUNTY NATIONAL BANK — - --- -- TO BE A VALID -RUE COPY CHICAGO TITLE INSURANCE COMPANY CERTIFICATIONS INDICATED HEREON SHALL RUN JOSEPH PERINO L S,rveyS >ub0%vi9ons iite RIOnS - Construction Layout j ONLY TO THE PERSON FOR WHOM THE SURVEY LETITIA C. NASTASI-PERINO IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE (631)727-2090F0� 1531}72i 1 %2' LENDING INSTITUTION USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- <- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. MAIUN, ADDRESS '22 0,6 0. Bor 1931 THE EXISTENCE OF RIGHTS OF WAY +Iv>rnenc, 'Jew 0, I 19010965 I AND/OR EASEMENTS OF RECORD, IF . ANY, NOT SHOWN ARE NOT GUARANTEED. STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1 -000 1 GEORGE E. PATAKI RANDY A. DANIELS GOVERrvOR SECRETARY OF STATE February 25, 2003 Mr. George Clark Vice President of Operations Apex Homes Inc. 247 US Highway 522 North Middleburg, PA 18504 VIA FACSIMILE TRANSMITTAL RE: M 1168-02-074 System approval- CONDITIONAL Dear Mr. Clark : Issued herewith, in response to your December 06, 2002 application for approval of a Detached One- and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models is Factory Manufactured Building Approval designated M 1168-02-074, as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. Buildings manufactured under this approval are limited to Installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soli Site Class is limited as follows: Seismic Design Category A,B,C for Detached One-and Two-Family Dwellings. 2. Calculations for snow drifting on lower root's &sliding snow loading must be explicitly addressed for each individual plan submission. Tabular loading values within the system (snow drift chart) must be specified for each individual submission. The plan submission must include engineering data for structural members which will address the increased loading within the drift area. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each pennit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturers quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1.1. A set of drawings comprising at a minimum: 1.1.1Cover sheet which contains information on: - Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, WWW.DOS.STATE.NY.US • E-MAIL: INFO@005.STATE.NY.US Mr. George Clark February 25, 2003 Page #2 Seismic Design Category, Wind Speed, Live Loads, Dead Loads, etc. -Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification - General notes -Index of drawings -Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: -Required and provided light, ventilation,egress, window and door schedules -Unambiguous identification of structural members - Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: -Building integration(module connections)details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non-typical details (such as prow roof,cantilever beams, etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location,production serial number, and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval" placed on the accompanying set of plans and by the qualifying letter dated February 25, 2003 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. ,V George E. Clark, Jr. Director Division of Code Enforcement and Administration enclosure cc: PFS Corporation 02-074CAL.wpd Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/19/06 Receipt#: 983 Transaction(s): Reference Subtotal 1 1 Septic Permit- Operation - Resid. 4320 $10.00 Check#: 983 Total Paid: $10.00 Name: Perino, Joseph 1120 Harbor Lane Cutchogue, NY 11935 Clerk ID: BONNIED Internal ID:4320 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * /Date.: 02/23/05 Receipt#: 1370 Transaction(s): Reference Subtotal 1 1 Septic Permit- Construct- Resid. 3439 $10.00 Check#: 1370 Total Paid: $10.00 qQ" Name: Perino, Joseph 2260 Wunneweta Road Cutchogue, NY 11935 Clerk ID: LINDAC Internal ID:3439 --W-GtPUMM-4�-T Applicant/ Date. OrOwners Name:,, l Architect) Qate CnJ;itteer: S. __ Submitted: SCTM #: T District: 1,000 Section: _l Block: Lot: / Project (( )) Subdivision r' ' Name: � k� Single d. separate Required CCISI.cation: (Yes!No) _ Req. Rey. Luning OistricC PO (Lot SIU: —Acetal: (Lot covcragc Prupuscd—�"'G� Req. Rcq. �� Req. / �` i 1 ro used: / Rear Yard (From Yard (G_0' Proposed:_ / J' {Sidc Yard ✓" J ' p 'V J { ��_._ Proposed cc�� Project Description: A GCfYC'S,+,�EItR'�TTS Fermi REQUIRED FOR REVIEW Y.A. NO YES Numba • oto Suffolk County Health-Dept. Now York State. D. E--C. Town Tt°ustees Town Zoning Board approval: �— Town Planning Board approval: Flood Plane Elevation V? Flood Zone: ti Ce. 4 i LUMBi z ALPLUMBINNGNG T` 6 &WATER LINES vEEU TESTING BEFORE COVERING RANCH at-LEVEL RANCH F: ?T:: 7CATION (OVc 3U 'DIG 311 T-SPLIT LEVEL A-1 L-RANCH SPLIT LEVEL 11� (PUG 3.0 L \/ � (AVG 9.0 ,V � (DVC 11) ON L�-Aj l�C/1 v I L ' L��_l�l!I-� r s o AP; CERTIFICATE OF 01-C ; 1 ; - SOLDER USED IN V. SUPPLY SYS7_kl CAP NOT EXCEED 2/10 OF 1% LEAD. TWO FAMILY RANCH yA�LL CONS InuCTICI, TWO STORY Two FAMILY BI-LEVEL SINGLE STURY/Tw0 FAMILY (OFFSET) MECI THE REQUIREMENTS Of- ,DIG 1 „� . 3.21 ap'c J-O Ipvc. 1u TWO STORY/TWD FAMILY (wc 311 TWO STURY/TWO FAMILY (OFFSET) TWO STORY/TWO FAMILY 311 II WG 321 COPES OF NEW YORK STATE. DRAWING INDEX DESIGN BASIS - CAPE w/ SHED DORMER PO p DESCRIPTION IOVG 3.211 AI COVER SHEET A -1.3 ELEVATIONS TRUSSES L1 ' 7 8 IW-15 FLOOR PLANS 16- C.C. _ 611 PST TOP CHORD LIVE LORD CERTIFICATION OF 16-1.7 ELECTRICAL PLANS 10 PST TOP OM CH RD L VE L TO SHE BEST (A MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, NAILING & CONNECTIONS ALR FOUNDATION I5 PST BOTTOM CHORD LIVE LOAD THESE PLANS (ANO SPECIFICATIONS) ARE IN COMPLIANCE WITH THE 75 PST BOTTOM cnpftD DEAD LOAD ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, SREQUIRED. A2 LYPICAL CLE VA IONS 2d• DC. - PB PF TOP CHORD LIVE LOAD A3 TYPICAL ELEVATIONS 6.7 PSF TDP CHORD DEAD LOAD 2002 EDITION AND CONFORMANCE 70 GENERAL PROVISIONS OF CHAPTER 5, A4 OPTIONAL ELEVATIONS ID PSE BOTTOM CHORD LIVE LOAD SECTIONS 502, 503, 504, AND 505. AS FLOOR PLAN MASTER 5 RST` BOTTOM CHORD DEAD LOAD A6 FLOOR PLAN MASTER e q0 RAFTERS' 3-BOX WIDE RANCH 3-BOX WIDE TWD STORY VV UPANCY E''� A7 FLOOR PLAN MASTER PO/n5, 60/65, 6 B0/B5 G.S.L. (IORST CASE) IDVG. 3.0 (DVC. lU 01 OR AB TYPICAL BATHROOMS 10 PSF = DEAD LOAD 111 ttt A9 TYPICAL KITCHENS *I TYPICAL KITCHENS CEILING JOISTS ($7URAGET "SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL- USE IS UNLAWFUL All MASTER ELECTRICAL PLAN 10 PST FIVE LOAD / R13 MASTER ELECTING A PLAN ID DSc DR A[LUpI VEIGHi pCAp Lapp THF PE.4jV OF WITHOUT Ala TYPICAL HEATING AND ELECTRICAL FLOORS (NON-SLEEPING AREA)'. ►// y /1�1 PERFECT/ON CERTIFICATE AIA.I OMITTED AD PSF = LIVE LARD �///,I/ •• �PL A14 4 OMITTED Ip RS OR ACTUAL YEAR DEALT LEAD TT �/// �/>//y OF OCCUPANCY A15 HVAC SHEET L o es. Il Y tom . A1AA HVA[ SHEET FLOORS (SLEEPING AREA)' [1� L AIS TYPICAL FOUNDATIONS 1D IE = LIVE LOAD UNDER P V : Jlnlll i�ATE AIR OMITTETYPICAD FOUNDATIONS 1p PSE OR aauRL VEIGHr = DEAD LOAD 247 US HIGHWAY 522 N, M/DDLEB URC, PA 17842 A17 OMRTED WIND LOAD' rlcuulRtD AIB TYPICAL CROSS SECTIONS AS PER RICE 7-98 (•570) 837-2333 APPROVED AS NOTED A20 OMITTED SEE CALCULATIONS MANUAL APPCMDIx 'C' A20 OMITTED A21 CAPE ROOF SYSTEMS UPLIFT: DATE: B.P.9 3C9A--T_ A23 `APE R°°` SYSTEMS AS PER CSC[ '-98 Manufacturers No. M 1 168 TAIN STORM WATER a^ ._: A2] pnliiED SEE CALCULATIONS MANUAL APPENOIx 'C' 6 'C' p� A25 OMITTED UNBALANCED SNOW FACTOR N�TTINMry t- FEE:/-5 a.3 7 5Z BY: A2s OMITTED LsPLLCRSCS FIELD INSPECTION NATE \\\\�n�\f TOSuCTION 5-10CNOTIFY BULONJG DEP TMAR ENT AT A26 ROOF SYS TEN$ \\ O•RR•, A2] OMITTED WIND SPEED THE LOCAL BUILDING CODE ENFORCEMENT OFFICER SHALL APPROVE `\\\ OP`j W! CODE. _ SAM •ro RPM FGR THE A28 ROOF SYSTEMS AS PER ASCE H AT SITCOMPLEETION°OFR FIIREI RATED ILT WALLSASSEMBLIESABOVENCEILINGS&$UNDER (7 �ry•��A� A2131 ROOF SYSTEMS 90 AND 120 MPH AT ] SECOND GUST FLOORS, HANDRAILS FIELD INSTALLED 6 ALL WORK DUNE ON-SITE ` XLOWM 1^' ECTIONS: A29 OMITTED _ _ EC A31 OMITTED c :;� Dl 2 1, FOUNDATION - TWO REGI:' _? A31 OMITTED DESIGN CRITERIA GENERAL NOTES tl FpO�R�P�OUM CONCRETE A33 OMITTED NEW YORK STATE �:• l °f,•ij n\IflLilf\ g P�UYBING A34 TYPICAL FRAMING DERAILS NEW TYPE, 5 i '•, A34 TYPICAL SECTIONS AND DETAILS CODE CONFORMANCE- rC•• n,31TL3.r•'4.� rkyy A35 TYPICAL SECTIONS qNO DETAILS USE GROUP R-9 !6E ENCLOSED PLANS AND SPECIFICATIONS RRE !N[ PFpP[Rry OF RPEx HOnES, INC THE nRHp02 ••• OI�,iVY\ /�/��rp�y� y�,� .-�(L OF WINGS VCr16N DETAILED C INUI 1 SHALL BE KEPT CONFIDENTIAL. ANT UNAUTHORIZED USE OF THESE THE [NE4Lv CONSERVATION CONSTRUCTION DORIC Or NEV YORK $igiC `J•'/RI�F�`• •• •,•?`•ST•,lL``,••, 4, FII MAI.TT F1,LlPTRR� �1/lT A36 OMITTED DRAWINGS HOMES, INCTHE C BE C SI APED NINES, INC. 15 PROHIBITED. g36.1 tYP TICAL SECTIONS NO DETAILS OCCUPANT RPFY HOMES, M . WILL BE CONSIDERED A5 P 'SUB-CONTRACTUR' IN ALL BUILDING PROJECTS. THE RESIDENTIAL CODE 01 NEV YORK STAT[ y..xT'Rii) ^ ENCLOSEDSUPPLYINR BUILDING COMPONENT TO DETAILING'GENERAL CONTPER USE OR 'BUIL MANU TME ED BUILDING NS [iAI6lH ' O J 2°�5 BE ( 'TE FOR NO A3] OMITTED ❑NE AND TWD FAMILY DWELLINGS ENCLOSED RRE IL NG COIPNG T A 'GETHE RAPER USE OF WR DER' THE SP CIFICATI FX"'- A3B TYPICAL FLOOR / CEILING FRAMING MODULE AND lis CONSTRUCTION. COMPLETE PROJECT BUILDING DESIGN I: SITE, FOUNDATION, DECK. NOTES" Ayy (B_LeBy MEET }BTS A39 WALL SYSTEMS OR PORCHES, [1C..1 SHALL BE BY THE 'GENERAL CONTRACTOR'. ALL NOTES PERTAINING !p 'IN FIELD', VEL` /��•TW EMCEE 1F�1�/e/� 'ON-SITE'. L S BUIL PER' $HPLC E O RESPONSIBILITY NLIiv Or !N[ 'GENERAL CONTRACTOR'. T THESE PLANS SIZESREFLECT iY REFER pIN[NSIpNS. LUMBER LRgpE3, \/F TFIC IAODCJ 4/r NON' AAO WALL SYSTEMS TH[SC PUrv$ NMPSI NOT BE SEALED FOR DIMENSIONAL REFERENCE. ALL DIMENSION Llrv[S AND SPECIES AND SACS L SH RV ER i0 IMIDITDU L LANI AND AV FIRE SEPARR TION DETAIL NOiI $UPERCEDE ANY SUCH UAL LIMENS. CALCULATIONS UAL SHOULD BE CONSULTED five vriK OJ y AR2 FIRE SEPARATION HOUSE T❑ BE ERECTED AT ALL 2.' VIDE MODELS WDDEL ACTUAL DIMENSION FROM THE OUTSIDE r.EE OF 'ALL rRANINc I5 23- / �Pex iMm[T ov 0 ¢ 1� NOT f.1E[Y[IMITICtl E SITS® ION DETAIL AND ALL 28' Vipf nOCEL3 ACTUAL DIMENSION FROM THE OUTSIDE TACE Ur VRLL TRAnIME IS 21 B6' 2 FACTORY BUILT PORTIONS ONLY ^4 �/F1�11�,),HMG NO 1'I Jt"VI'SIBIME F MRI A44 TIRE SEPARATION VALUES DETAIL EUT G'L''QGLIE, NY SUFFOLK EDUNTY RNO HLL 32' PA MO PEGS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF 'ALL TAMING IS 31'-6' 'Y`f' Ro1vES /NC 90 /1a /•/rl(+Rml l/A7r11TI1B1 2GCMCpR•• Odd INSULATION VA 45 LB. $RDW ZONE T C THIRD PARTY AGENCY SHALL BC FS CORPORATION. LABELS SMALL B[ LOCATED A$ FOLLDVS' 3 INDIVIDUAL (DI$CRETEI MODEL PLANS DERIVED A> US MICRAHI J] P1SI M, ✓1OOLf.YRL. I Will wBIM�OB'K14MIW 11 Cf111111JI11ID LUES $!A![ INSIGNIA, DATA AND THIRD ARTY LABELS SMALL BE MALMU,D ON ALL BELOW KITCHEN SIM( FROM THE (Sf0/ - JJ9 i.I BJJ-Ol90 R A45 INSULATION VALUES 120 MPH. WIND ZONE (3-SEC. GUST) E SYSTEM AND SUBMITTED TO LOCAL re.J AA6 TYPICAL PLUMBING SCHEMATICS AND NOTES 26 PSF. WIND LOAD CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE COVER SHEET - IRC AR7 WINDOW AND DpDR SCHEDULE SEISMIC DESIGN CATEGORY - B SNOW LOADING PER INDIVIDUAL SUBMITTAL SHALL BE LOCATED ON FLOOR PLAN (AINCLUOINIED HBYI A MECTIONACMECKL°IST1 RRB HIGH 'IND PAGE - v BY OF FOLD".��- "^� G.pCATION ` HAS BEEN „PPROVED. UL FUTURE SURROUNDINGS/LETTE PERINO 43 QN-12412/NY 'TO THE BEST a My KNOWLEDGE, BELIEF PND PRQW E$SIO _ JUDGEMENT `. 741S FACTORY MnF MPCTURMOREMN) Lv 1E (r PLAN AGE BEEN PPPapv[D ew Wv A SYSTEM SCT OF FMN PLANS PREVISAPPROVED BY DOS, A PL ICA TIEN NO"IOA-GZ-I1I,Mµl{PCTLRER'S 4C,x1168, VNI ON wi 11BEEN NK IFiED IN ANY HAMMER N1U1111NIN// A THENEW EIMP TATE E IF TNN PLA- TI BEEN CONSTRUCTION CGEDC EINATNER 5 AN KS w% Sr°T[ ENERGY CIT. TV•rlpN II CLUD UCrIw C9vE (EAERc cvSC( \\\1\ F NEW AND 1S IN FULL COV LIPNCE Ii« N[ ENERGY CO CE \\\ O MxnPRPP 1`hQR�Z.Py 10HN `-d.9,f,''. COO 3r t7 s - rox2 ,1��iO/��TOFr9'S *IECS ATT ac �l4llip tlill\\ TDM2 AT{LR mx5 AT LR FEB RS 20u� r CLL rrvk2 mxm AT CLL 1EDO. AT FIR TDM` SO. n LR AT LR F OOD O AT FIR 1111 O IIII 1111 nr uC«cvLLE[ro4 m IIII IOP PLATS NAILS AT AT E CH lee 1111 lPCM ENo III _S IIII i I uu r➢YID / \ IIII °T LR I ' AIBM' rLD I IIII II I IIII mk1D AL rLR I � 1111 I 1111 �"-----�i ATTUC«OCLL¢rpa m IIII roe PLAT[ LT. PL (n 16tl IIII ILS • DIEM[MD III J III m1fli AT FLA' TOLD IIII Ar OLD A' C IIII TDx2 ® AT Fin TOAD' IIII TDNzac T PER IIII [LG A TD LIp rpk`La ® ® ® ® ® TO rpxz IIII AT ILP pVERi MM C ITING r UII IrlNELI� pVFRTlia xl u(. C STUD ONS Sr�pGTO MAS 3T yS rpiv OAC ip TOOK p4Tlpx MEIN NOOSE'LIT NST0PY SNEPRVPLL Tp rOUNDATIpx MAIN MOUSE NISTT ISTIRY MOWPLEr TO SILL PLAT[ GAP pppr TOEST STORY V Ln4PGE ISl SipRv$NC RVPLL m FfYJHDnr1UN 0 SWR / CONCRETE LEFT •N➢RIL T WALLS USP LATERAL PLATE lw[ M TYPE 1 INSTALLATION p ST WCT Lq AL CprKCrpF xSr eM36! B CC Vliu USP ATE RI A Lp%10 WITH (I)]/B' DIA BOLTS IN I— 12' p.[. ITu(6)By 1 IN PERIMETER BIND AND(6 DAVITHIN 6'-D'Or CONACR - 4 FTER TO PLATE rL S(TUD FnNT,RE LP. AND LEFT V4L( IDtl NAILS Mm`r U0 ANC(BI 1/I n12 I/I TIT EN TRIPLE ST AND(1) ]/8' DIP. ANCHOR RELY WIT+ 12' B1 NAILS IH SILL PLATE LS I VSP Sig CC lllu AL CONNECTOR pit [ 6' pC. Vllu BO NAILS USP NOL pEfIVx 1p N2 WITH 2)S/B' Ola BDL 1S IN 2r6 DOUBLE -AlS WRY GORE VS IN OUNDPTION WALL MINIMUM ENDED ENT IN CWCRCTE OR 5' MINIMUM UI R•PTER. (B)Btl ILS IN PLATE, AND(6) B] NAILS IN STUD STUD AID(U)5/B' DIA.ANCHOR BUILT WITH 12'MINIMUM C MBEDMENT IN MASONRY M- USC SILL PLATE TO rCH"' .NUN ROOF EMBEDMENT IN CWCRETC OR IS' MINIMUM EMBEDNCNr IN MASOURv cM c NA IN ROUSE Al I' ME N CO CRUS ! 2-6' IN UM E IZ' MINIM VN GARAGE SOESTRIC TLW PL SC ERNE Cip4 R110 B 3Z' pL VIM HS Be-AILS c°RAGO IST STEP' SMCARVALL TO FOUNDATION MAIN GE°ISrF 3p ISL STORY RY SNEnRV aLL m rgMCAIIOu MMSON4 vN1 IN COHERE iE OR IS' MINIMUM EM BC OMC NT IN u RAFTER (8) Btl NNE[ IN PLATE, OR' 6> Btl rvnIL3 IM STUD RIGHT YPLL Cx TER1EA AN/EL WY WALL -FROM L REAP PALLI FRONT AND REAR WALLS qAND US «OLDDOVH TDX5 WITH (2) 3/I' DIA BOLTS 1* 2.6 �� DAMAGE IST STORY MUOULE m TOUNDAr1NN USP YBOGUEVx TDx14 WITH(I)1' SUP BDLri IN 2M6 TRIPLE ]/6' OSB IlN Btl NgIL3 B 6' Cl. PANEL E➢LE NAILING ➢DU BLE STUD Np ) 3/I' DIA ANCHOR BOLI VI 12 STUD Tp RA GUNNY / CONCRETE SSE AND(U V DIA ANCHOR BOLL WITH 12' NI NI MUM EMBCDMCUI MAIN HWSE� IST $TORY WALL - LEFT L RIGHT VALLE MINIMUM EMBEp1CVT IN CONCRETE OR 15" MU IMVN H N MOUSE WALL FROM SNEAKY•'') VSSH STRUCTURAL DWN(C7DP MSTAM36 B IP' DXC. WITH(13)IDP IN CONCRETE OR 15' MINIMUM EMBEDMENT IN MASONRY CA TEAL Np PW[L EMBEDMENT IN SPAY MAIN MOOSE OSB VITN Be NAILS B 6' C.C. PANEL EDL[ NAILING x 1`S Ivip STUD AND B)1/I - 2 1/I IIICN MASONRY S[RE VS 7/16-M VILM Bo-•ILS! 2'OC MREL EDGE NAILING PN➢ 12' CC. Al INTERMEDIATE IHIPOP1S IN DUNDATIp!WALL SHOWING C."TIMI PROVIDE 3' NOMINAL FRAMING AT PANEL CCGCS, STAGGER MAIN NOJSE 'LOOP GARAGE IST STORY GARAGE TO SILL PLATE NAILING 19/J 2'O58 Vlix BE IA IS B 2 1/0 ' CC.PANEL EDGE T«FARVAI M«rNR I. IOEMA1L$ ! 6'C.C. INTERIOR P•6EL xAl'INL NC I' O.C. qi INTERMEDIATE SUPPORTS (BLOCKED) GARAGE�IiY STOPS WALL -FROM REAR AND LEFT WALL GRKESILL RAT[ m rq}I CArIw .'GVB ITW 1 1/A' TIME S P3 VN6 WVVALL SCREWS CA RI OR PANEL V OC.e•N[L CODE ]/16'D38 WITH BD NAILS B 6' CC.PANEL CODE NAILING CMMSMENE M CONCRETE M 15'MINIMT EMIBE DM ENTINMISCARRY G ARAGE,IST STORY WALL - AUDIT WALL E xTERIOR PANEL SIE ATHrxG 7/16' DSD WITH Btl NAILS! 3. OC. PANEL EDGE NAILING GARAa RIDERIv;/RIOR PANEL 7/16'OSBT WITH Btl NAILS a 6.OC.MANDL ELLE NAILING PND U OSB M BC NAILS ! J'OC Pu{L 11.NAILING 12' SC.A INY[RKCIIrE SLVPWTS (ONBLCGMED) CAR WE WALL (PON S).EARVALL) ]/16' OSB WITH Btl NAILS !6. OC PANEL EDGE NAILING AND 1z OC AT INTERMEDIATE SHIPMENTS TAFRFbYOF 2860-CUSTOY 2 STORY S PERFECT/ON �Z/Py��'X 1st STDRY HIGH WIND FASTENING DRDWN BY D4 T[ $C ALE' LP YER FILE NO KD/KB/AS/KC Awa '-25—015 4-1 v =w/MDI 412412 FUTURE SURROUNDINGS/LETTE PERIN❑ #3 QN-12412/NY 'TO THE BEST OF MY xlgKEDUE, BELIEF AND RICK SSI[MK JUDGEMENT 1.1MII FACTORY MA FACTURED 141E (FMN)PLAN HAS BEEN MVREVCv FROM A SYSTEM SET Q FIM PLANS PREVI[MLY .WRRJEv BY pp$, APPLICATION 16 M1168-n2-41A,NYIIFACTURER'S W6 M1168, WHICH HAS MET BEEN RapIFICD IN wY MAwEE 2.THE'WRGT PORTION OF rNN PLµ INS BEEN PREPARED USING PART 5 OF WV YON(ST ATC ENERGY COR[RVATION CONSTRVCTION CODE (ENERGY CCLC) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE n%2 AT RR O O Ai FLK T ME \ 1 iDY6 AT ELR ILK R • E1 —, I O II I ------------- II I II I II I II I OI � I 1 I II I II I I II I II ' ' I II I II I II I I O II I I _ I I I - o0 II I II I II I II I I I II I II I TDx6 AT TRUCE AT FLI TDY6 Ar rLR AT FLM III I III ' ILS_________________________________________J Ha1NF roV SE ROOM1[I ING STUAl WALL Mal xR IgVSC r2NnNS,OR.NO ISI STWY Sx2APW<LL RAFTER TO PL RC 10 Si V[ FRONT AND REAR PALLS STRUCTURAL NEOR USP STRUURCONCTR,1l P L'CC VITT. 'CoVSv NULTO1.1 TDx2 WIIN (DI 5/8' IF. SOLID IN CAC- 2.6 IN RAFTER, (B)Bc NAILS IN PLATE AND 11)Ba NIIL5 IN STVD DOUBLE STUD AND (1) 5/B' DIA. THREADED ROD MAIN Mg6u DHE TO ISL nPry WALL -AIH MVS¢END STORY TO IF STONY SHLARVALL WITHIN 6'-F W OWNER- STUD 1D STUD LEFT n IGHT W.LL ..\ F NEIN USP STRVCILRAL CONNECTER RS2W B 16'11 W1,.N16: BP . USP HEL SROWN TVA6S WIT. (D) T/B' DIA BOLLS IN.EACH 2.6 1/2' NAS R IN EACH ENO) DBLC STUD AND (I) /B' D14 THREADED ROD MAIN MAISC.ILWEND TO IST STUNT WALL ; e, •�ol,.C,� ' Mr WITHIN 6-D' OF CORNER- ll Ul 10 ST. SI IETHF. 1C."ON, `�` •P� 'LTYP�� /� CGI SIMU TUUL CONNC11. RS2W B El' CC. WITH 118) BN a MAIN HOUSE 2ND STORY MOD(RC TO JET STONY MODULE ` (/� f•O O 1/2' NAILS (8 IN EACH CNDI I. IXNAILS a A' CC µvu As_rNN Y 1HIATN1BG 'k iQ CXEAN Muso zev ST W. WALL-raW, -1 REAR PILL rom oRwr 9�¢ TERlOR PANEL AV 16' DSB WITH Bu NAILS a A' OE 'AWL EUGE NAILING .Np )/16'OSB WITH BR NAILS a 6'OC PANEL CURE NAILING M 6'OC A INTCRNEDIATE DJPPONTS (BLOC1(CD) r NAI.WESE.2ND STORY WALL -LEFT AND RIGHT WALL MAIN HD SE,WALL (MN SWARVALL) • \ CIIFRILR PANEL )/16' USE WITH Btl NAILS B 6' OC PAWL EDGE NAILING AND i 2� 7/16-OSP WITH Btl NAILS B A-OC.PAWL CURE NAILING 12' OC AT INTERMEDIATE SUPPORTS '• �L —IN MVA.FLUOR /i FO P•..on1��.'• �M� aI/S,' USE WITH W NAILS e 2 v2' RC.PANEL CURE NAILING /i, /J ••AP....•_`P� IU ' CC. A INTERMEDIATE S(YPCNTS (BLOCKED) // '} f OPES {_S�110,p\` 10" FEB D 3 2005 PA6' PEW' Oi' 2g6o-cuST❑r^ 2 ST❑RY PERP6Cr/ON N D F A S T E NIL N G �zP�Xf J�J/ 2nd STORE NIGH wI T HoffEs, INC. OR4 vN ppv DnTE R :LE NO KD/K3/AS/KD DwP 1—?c—OS :/<'=I'-a' SHz/Naz Al2q;2 a FUTURE SURROUNDINGS/LETTE PERIN❑ #3 26 GA STRAP WITH CONTINUOUS RIDGE VENT QN-12412/NY (3) 0.09]5' x 1 1/2' (END PLUGS AND CONNECTORS INCLUDED) NAILS EACH END PLUMBING VENT THRU RE]OF (2) 0.131' x 3' TOENAILS 3' MIN. (PLATE TO PLATE) VENT STACK NOTE (2 VENT THRU ROOF ) 0.131' x 3 1/4' NAILS (4 GA STRAP WITH CONNECTION TO BE (TOP CHORD TO PLATE) NA 0.113' x 2 D COMPLETED IN FIELD NAILS EA[H EN BY BLDR/CONTRACTOR (1) 0.131' 3' NAILS (PLATE TO PLATE) (I) 0.131' X 3' NAILS T sn u cup++Tla (TOP CHORD TO PLATE) (2) 0.131 x 3' WATER TIG NAILS EACH ENO WATER TIGHT- 22 GA STRAP WITH (11) 0.148' x 1 1/2' e NAILS EACH END iy Y RT10 8 16' STACK EXTEND NOTE ALLOWABLE 12' MIN.. BELOW ROOF NO REDUCERS ALLOWED 22 GA STRAP WITH LOAD 585 lb LINE AN HE WATER ON STACK WITHIN 12' (tU 0.148' x 1 112' TIGHT THRU ROOF OF UNDERSIDE OF ROOF NAILS EACH END 2.�3 Sn 1'i¢ILIw4 AISi3 f 16•pG 30 YR. ARCHITECTURAL DHL. 2.4 112' GYPSUM BOARD 5a ROOF FELT TOP PLATE ] OSB ROOF (2) TDX6 SHEATHING ALLOWABLE LOAD 4502 lb a \ MAINTAIN 2' AIRFLOW OR (2) TDX2 INSULATION ALLOWABLE 2x4 STUD BAFFLE LOAD 2864 lb p R-38 FIBERGL SS 2x6 STUDS INSULATION I TH DRIP EDGE 2x6 BOTTOM PLATE VAPOR BARRI R 2.6 SUB FACIA 19/32' OSB SUB FLOOR ALUMINUM FASCIA 16E TOENAILS 2x4 BOTTOM PLATE DBL. 2x6 7/16. OS PERFORATED VINYL SOFFIT P 4' o.c. TUP PLATES SHEATHING (TYPICAL ALL EAVE OVERHANGS) 2x10 JOISTS AT 16' o c 2.10 SPP a2 AT 16' o.c. EXT. SIDING RS200 3-2x6 HDR 4/4 VINYL P 16' AND 32'o.c. 2x16 SPG a3 AT 16' o.c WITH SOLID 1/2' ALLOWABLE 0 PLYWOOD FILLER LOAD 873 lb 2x10 PERIMETERS DBL. 2x4 R-19 FIBERGLASS 2x6 STUDS — — TOP PLATE INSULATION WITH VAPOR BARRIER O 2x6 JOISTS AT 16' o�c STUDS O TDXIO ALLOWABLE LOAD 9339 9339 LOAIb O OR DBL 2x6 TOP PLATE GYPSUM BOARD 2X4 STUD O ALLOWABLE DBL. LOAD 3814 lb N6_ —EXTERIOR BOTTOM PLATE SHEATHING O A7/16' OSB 2x4 BOTTOM PLATE 19/32' OSB -STA M36 SUB FLOOR Q 4BlAf. ALLOWABLE BY APEX 2x10 SPF p2 AT 16 ¢c. 2x10 JOISTS AT 16' o.c. LOAD 18]0 Ib HY BUILDER MP4F 10' CONCRETE MASONRY UNITS (4) 2x10 SYR a2 P 12'o.c OR POURED CONCRETE WALLS B' FLOOR GIRDER ALLOWABLE \1\UIIII IIF tt2 COARSE) 8' FIBERGLASS LOAD 725 ib \\ c qI'TT1AI SILL SEALER \\ Qf NC y•,,�/' PARSING COVERED 3 1/2' DIA PIPE COLUMN ANCHOR PRESSURE `��P� •Qy dOFj� �'9`���� WITH BI TUMINDUS BASEMENT FOUNDATION WALL FOR BASEMENT FOUNDATION BOLT$ TREATED r /_ COAT BELOW GRADE 1/2' ON SITE BY OTHERS. SEE FOUNDATION DETAILS (ON SITE BY OTHERS) SILL PLATE EXPANSION BASEMENT STAIRS ARE DESIGNED BASED ON 4' PERORATED DRAT JOINT 12 COARSE BASEMENT WALL WITH FLOOR AROUND FOOTINGPOURED ONTO FOOTINGS AS SHOWN IT SHALL PERIMETER MIN. 4' POURED BE THE RESPONSIBILITY OF THE BUILDER IN 4' 22 CONCRETE SLAB TO INFORM APEX HOMES IF THIS APPLICATION i :�2�C STONE BED MIN. 6 MIL. POLY VAPOR IS DEVIATED FROM. �ix'f01'•.r,7619 1.0 BARRIER OVER 4' 2B 4• POURED CONCRETE FLOOR ���� AR�FESSI NP\\p� STONE BED ��i�!►""'P \\A 3 2005 Nm. m'xlD• cONnNupus CONCRETE FOOTING CONCRETE FOOTING PADS SEE INDIVIDUAL FOUNDATION NOTE ALL EOUIPME NT, DUCT WORK, CHIMNEYS, AND EXHAUST DUCTS PROVIDED B ALL FOOTINGS SHALL BEAR PLANS FOR SIZE AND LOCATIONS INSTALLED ON SITE UNLESS SPECIFIED N SOUND, HE D. VIRGIN ALL VAPOR BARRIERS INSTALLED ON WINTER WARN SIDE S EARTH AND SHALLALL BE INSTALLED BELOW LOCAL FROST LINE r��/L / TJJepEAxoF 2860—CUST❑M 2 STORY DESIGN BEARING CAPACITY //�'r pE'FFECTJON TWD (� �/ OF SOIL 20DO PSI REFER TC SUMMARY PAGES FOR HOLDDOVNS AND STRAPPING -...,z PE ,r T W ❑ S T❑R CRESS S E C T 1❑N Hoffsl. INC DRAWN DATE SCALE LAYER FILE NO DWS 1-26-OS 1/•'=r-D• sHI/FPI A12412CR FUTURE SURROUNDINGS/LETTE PERIN❑ #3 ON-12412/NY PLUMBING VENT THRU ROOF 3' MIN. VENT STACK NOTE' VENT iHRU ROOF CONNECTION TO E 26 GA STRAP WITH COMPLETED FIELD (U ' x 1 1/2' BY BL DR/CONN TRACTOR NAILS EACH END CONTINUOUS RIDGE VENT <END PLUGS AND CONNECTORS INCLUDED) (1) 0.131' x 3' TOENAILS O Q 16' 6 32' AL .c. (PLATE TO PLATE) ALLOWABLE LOAD 585 Ib WATER TIG (1) ( WATER TIGHT— (TOP CHORD 1 , NAILS TO PLATE 26 GA STRAP WITH (6) 0.113' x 2 1/2' NAILS EACH END (2) 0.131' x 3' NAILS 30 YR. (PLATE TO PLATE) ARCHITECTURAL STACK TO EXTEND 5M RpOP FELT 12' MIN. BELOW ROOF NOT E (TOP CHORD TO PLATE) NO REDUCERS ALLOWED LINE AN BE WATER SHEATHING OSB ROOF TIGHT TNRU OF ON STACK IDE OF ROOF NA SEA x 3' SHEATH]NG OF UNDERSIDE OF ROOF NAILS EACH END (2) 16d x 3 1/2' NAILS e\ MAINTAIN 2' R AIRFLOW (2x BLOCKING TO RAFTER) �+ INSULATION L4 BAFFLE 26 GA STRAP WITH R-38 FIBERGLASS (3) 0.148' x 1 1/2' INSULATION V TH DRIP EDGE NAILS EACH END VAPOR BARRI R 2.6 SUB FACIA ALUMINUM FASCIA 26 OA STRAP WITH7/16. OS PERFORATED VINYL SOFFIT NAILS S EACH END B' x 1 D OR PLATES DBL. 2x6 SHEATHING (TYPICAL ALL CAVE OVERHANGS) NA EXT. SIDING z.rz sro.z o:uwc ArsTx a�c 0.c 3-2x6 HDR 4/4 VINYL WITH SOLID 1/2' PLYWOOD FILLER 1/2' GV P-19 FIBERGLASS 2.6 STUDS INSULATION WITH VAPOR BARRIER 2.6 STUDS O TDX14 3 1/2' DIA PIPE COLUMN ALLOWABLE FOR BASEMENT FOUNDATION O LOAD 11180 1b (ON SITE BY OTHERS) OR TD X2 O ALLOWABLE LOAD 2864 Ib 2x6 EXTERIOR BOTTOM PLATE SHEATHING 7/16' OSB 19/32' OSB HSTAM36 SUB FLOOR Q 48'oc. BY APEX TEMPORARY FLOOR JOISTS 4' POURED CONCRETE FLOOR ALLD 'a 2x]0 JOISTS AT 16' ac LDAD IB lO Ib BY BUILDER I 6 TOENAILS 10' CONCRETE MASONRY UNITS OR POURED CONCRETE WALLS 8' (I2 COARSE) BASEMENT FOUNDATION WALL CONCRETE FOOTING PADS 8' FIBERGLASS ON SITE BY OTHERS. SEE FOUNDATION DETAILS SEE INDIVIDUAL FOUNDATION SILL SEALER PLANS FOR SIZE AND LOCATIONS ANCHOR PRESSURE PARGING COVERED BOLTS TREATED WITH BITUMINOUS COAT BELOW GRADE 1/2• SILL PLATE 4' PERORATED DRAI JxpINTS10N %a`� or- NEW�y/4a AROUND FOOTING (` .»••••ti O /� PERIMETER MIN. a• POURED JOHp''•. 49`/y IN a• 2B CONCRETE SLAB PlOQ` •: /� 4 STONE BED MIN. 6 MIL, POLY VAPOR �,�C? * S BARRIER OVER 4. 2B - STONE BED W S MIN, 20'x10' CONTINUOUS CONCRETE FOOTING NOTE ALL EQUIPMENT, DUCT WORK, CHIMNEYS, AND EXHAUST DUCTS PROVIDED 6 ALL FOOTINGS SHALL BEAR �4/FQ ••.,n79.� .•••• ��p INSTALLED ON SITE UNLESS SPECIFIED N SOUND, ERBF O, VIRGIN /// A •'••••• P �� ALL VAPOR BARRIERS INSTALLED ON WINTER WARM SIDE EARSHALE BE INSTALLED ///I����OiESS1%% BELOW LOCALL FROST LINE %% fEB 03 [u05 / /�/F�'F!1 ❑ARAETAF PEAK OF 2860--CUSTOM 2 STORY DESIGN BEARING CAPACITY ! L! PERFECT/ON E CR❑SS SEC ION pF $OIL 2000 PSI REFER ?p SUMMARY PA GES FOR HpL DDO WNS AND STRAPPING ry�l`^ HO1/�)///lLS" INC DRAWN BY. DAT[. $[PCE IAYFF F1L[ NO DWP 1-26-05 1/••=r-D• sHziFP2 A12412CR i wLE�`oe Inwr1^'�i r,>b esneom„m u.1eal.n, _ vrm.l u.leww m Iwx�rnxa 'APR"U ' y' .1[avm0 ry t SAL' •ilAa RESERVOIR 11 TIE ICV Yry} ,un sTAK Q Aylmy/y. ' I as ILpn w ro ¢ 4 013 @ s ❑O F 1 RANCH / J P`ID�r,LR 1 u ` Ly j t'RVw® LLV[L e-vleome m leum°w.p e L , ' IPrmK o.PAE, lu.°�'uu SPLI�EL ...IRR�R m u,RRMD 1 SLAER 1 I srloML Im Rlv F? Ar�ilm mAli�rin "/""�ymyD�{"p`u/pu.`�.n 011" l "TIDI WALL 1 �bM.IWLRm�I, ni 1 f 1 -----------------T `----------- 4 L_____________ I I y i i I i I F I 1 1 1 A ' 1 � I I 0 O , I y I I 1 4 I 1 I I 1 1 4 1 1 1 M ti I 1 1 1 1 I 1 I 1 I I 1 LEM I 4 00 ' NOTES, BI-LEVEL i ' ' E 1. SIDING SHOWN Is 1• SIDING4 I 1 SHINGLES, HALf_R I OTHER IS AVAILABLCI ➢Pi1QVgl 'JINYL- PERFECTION I 1 OLtiD SHINGLES, RANDOM HAND-SPLIT SHARES L---- 1 1 2 ExTERICF LIMT(➢4 LIFiHTU Tp BE SNIPPED LOpSC FOR pN_ ------- "'LDER TD PRE-WIRED BO% CR P]G-1AlL(P H. SIDING EOR ENDS AND BOTTOM ULL VIRE) (I REQUIRED IPER ppOF)IM HY 1 INSTALLATION HY RUILCER ROW IS SHIPPED LMSE FOR pN SIIE ` 1. HµpTERS, STEMS, STAIRS. GUTTERS, LU•VNSPDUTS, ANp SPLASH BLOCRS Nt[ ^w FURNISHED µD INSTALLS➢ HY BUILKR S 1 1 p �` 5. T CLEV IN A, 'B vIIH LAZE L LDCgL CODES 1 1 ATId12 ARC LY)VN VITH A 3/12 RpCF PITCH. TWO 1 DETaILs EOR OTHER AVAILABLE ROOFS SEE Rpo- C' STORY OR TWO STORY1 -------------------- 6. k'p y . �J SreN$ DUPLEX L SWJTTERS, CROSSKaOH, DCCDiALIVE VIN➢pV p 5 NtE OPTIMAL M ALL MODELS PANELS, FYppN PRODUCTS, AND VCNiS �nXT. OWu ' i 4`.. •°p� J. S SI DRAIN REWIRE➢ V [a.¢ppp ro Ib¢oV,o LAUL HCN D`IE R❑O�' PITCHES TOWARD AMpTiER ^I'N 3AS-EMTC BY N-W'S R> 1� u o 6' �� �a 8. BASEMENT VINLCIVS ARE �10r R� �? ,A VITH MINIXAL SIZE RCRUIR[MENTS A20pER TE SCCiI. R31BL OF� By HE RESIDENTIAL ����� 1`I Midu f�� [❑DE 6 NEV YWR STATE. SILL MAT HOT BC MARC THAN Ap AFF. SII ENTI R - >. RpOFi DESIGN[➢ AT ADA3, 6D/63 M BO/H3 PSE LIVE Lpgp AS PER LpCpiIM CP IlpgE L s B. •~ 3 REFER 10 THE RESIDENTIAL CpDE DF -.� w NEW YORK 4 ID. ihC NIRHBER 6 VMS, TY VARIES STAT FIGURE R301.2<SJ AFC p, VIW_I S12ES, TYPES ACCORDING TO GCN INDIVIBIIAL FLOOR PLAN.GRILLES ,__ • °'" ll. XASppY VENEER D2 OTHER 'UMBAi1WC FACINGVFIR,u1SHEnVINSOALIC HEMILE • F M-SITEAlBUILDER 12. LERMWATIKIGHT CE METAL LHINKYS VILL BE Ai A MIN P- ne % P J•' 4 V A• HIERCST POIHi VMPLA THEY PASS 1 B ABOVE THE HIGKR THµ ANY PORTIM 6 A OL'GH TIC R[YB' LINE AND q MIN W 2'-B' IHSATTIC M_SITE ➢Y DUIL➢ER)WLLDING WITHIN IP-D' (CHIMNEYS i0 HC �'"di S �•' ry�T IB. IH ATTIC L ENCLOSED RAFTER SPACES, THE MINIMM VEHTLLATING AREA SHALL BE N 0 1/ISAT O OF THE AREA SPACE VCNTILpiED, E%[CPT ti MAY BE RE➢UCSD i0 IqW AT LEAST LEAST AB❑VENEAVL M LDQNICEE REWIRED I[NTS 'I'M TXEPdALANC[ REWIRED �. VENTILATION pROVIDEp HT EAVE MCC E, VE VENTS 11. WHEN A TVD STORY MIT IS A➢JACEHT T❑ A SI I P• MODEL WITH ATTACHED GARAGE) THE SP NGLE STORY UNIT Ile. Tv0 STORY Fu f'T STORY MIT SHALL BE SPACED AT ]2• DE IVV E�j� TRUSS/RAF ERS YC%ITCENING SINGLE - t AWAY FROM TK TVp ST❑RY LWIi 10'-0• HE JZ Jj L+y PLR/wC!>pN IS PATIO WI RECEPTACLE WEATHER PROGREDISEC STATE CODE FOR LOCATIDH REWIREMENT If:A p. PATipIS ATDpMppSS ARE STANDARD ACCORDING� RIGHT SIX, [FT SIX TO FLOOR PLANTIOEC DOOR SCHEDULE �O IB. ALL DRAIN µ➢ WASTE VENTS SHALL TERMINATE A HIN. ES E u lq US Bq 3llAy yJp➢GIBURC. PI peV! Is. ALL WIW AND SK1VM ARE OPTIMAL 2 ABOVE THE R,,F DUPEx ` (870-827-2338 ISI Bl>-Dl" '" ..m Tw l,v, TYPICAL ELEVATIONS — IRC .LWn ins r. arz R'N WL 1p BSL/DRP 18 JAN 03 A 7 S nr ! 'SPlQ xSRVm CDt TIC IEV YrzIX STI.iC S,MP Q l,pgp�iiy. m I I I I I 1 _ 1 44 i 1 1 I I I 1 G i I 1 I I � 1 0 0F I �I I NV.VYCbMMt � _Y 1 1 Y •n,.x!a.x REAR ELEV RANCH/DUPLEX BI-LEVEL Imo �Lmlw 1pp11[V4!CHIC GK WCWraGt ' ❑ r�•m x nmro� na,IutK u��m � ❑ ❑ oT�nmcn vrm..,olwrlcTl m!nmm raQ a..�.m gran r t Gllt R WT6 mep n t�neamo m Ivleovo mm.a nrrta + - 9 4Vlt A 1@1[l®p � ..,Yom m vnlouo + ,Ian GVn rn ! '., x mero Iw . _ REAR EIV 11 11 1 yy 11 Wpw12 II F 11 11 II y Yy' 11 f 11 t 4 1 j II G - - • I I II - 4 1 , C 11 Vm[Fi,plY 11 I 1 1 11 I I II 1 nvgwlb 11 1 11 SPLIT LEVEL ! Y TWO STORY UR TWO STORY DUPLEX ' 4*Q= Yomo ro Y/Youo Ga�'m"i astvlaEl u.Yom,L IeiYOYn � to e �j��a�llPAUL TENNYi0JgJ�_((�d(77�__�; Y IIe�e--'S MB®O + REAR ELEV ow ati 00 00 �' 2Q05 x ' 3 OX 3 BOX WIDE UNITS 90H s: /NC. sr>yr m sur.xmut•ur,r. nsu BWIDE UNITS plt'n!a l.armlxra !+. _••"•,.r!„_„!! TYPICAL ELEVATIONS — IRC Imre xm xv,:vu x xtix.lu m rmtr u ci!o w,i"^!Y I.a+s.wmvz.®rt DSL/DRP 1B JAN BS w4 ro A3 'Y.�GCip(VC➢rO[TK KV .Otl( iinTC S)Ni 6•MRPJIi lSwiOt my vM. PfpYl Imo rR)i tY WLA Y01S C VY®./i IRI ppy P)0NL ' PfIDW CO)mp OPTIONAL PORCH ROOF WT.muv �Imr vomv y� rnm m v)m.� m Is..rRl I,r vur 00 ®cIl a«m rim wn OPTIONAL CARPORT 11 II 11 Pi.Y.K(Wpy nRppC. PT. CAPE ROOF ELEVATION ii mumna rwc v,wTml.l 7Q Ouvuc)a IL Rm peu¢NnIIo¢ L _______________ 1 1 j 1 1 1 1 1 1 i ! *sem ��a�P.;Ups •. OPTIONAL WINGED GABLE R)^Tm �` !@ v mon nrvfh� • J LMM • PT1411L • Y.. � • mxa utx w. mx.IIm vumw) ♦ N• ) • • X cxTcwo Im vov _ r Op. .•'y y�� vt K roz mwnTml v)u o-Tmr � Rncw�u« vllmws MK u�a ui r..Rw .u) U K rwuc.ssod� . ,c� ..W, OPTIONAL GARAGEP X "`I"))'r r, w�„,BRIT„• fJ"Irs,, live. UV6�L)K 6 Im n r.Vn v TmK M Ol lIl/tiV.1Q4OL(I41C.PI Ifrlt (IPJ N-Lu/II M-aup OPTIONAL DORMER Pam® -.I m,1O1�oo rwR:r.K Im n r..T P mr�pss� OPTIONAL ELEVATIONS - IRC e)¢PnVIM65 K»u.,ry rvITlKrr IRIra . 7 . b A4 BSL/DBP a,<16 JAN 03 w MnYxIEr t AAATin v1u rtm�..,w. 1 c Qol Lm Luo t _ i •iMMF REiRLVC➢rq THE NEV YQx ii.iE iiMP P NpRpJK• RIV nry i UC MID1L wr L pY4 LWS tG`/ wl E M.l[➢<L4Q3, R Dy I\SQ VN11 w1 L R1Yil fLVfT Rm �wlnlmL L➢OY� MI Si I'611�IVI -1JT 1MYI 4'Y L. •nACIO ImLLLi Yab 4'V w P n'uvn-e•La-GIE Pr➢1w u'a AAT IS" 1101 N'9 AT. ImLLII nµ IC' P TIYI M'-O OS(1 ltYII3-rS LL L'[-lYV irQr-yipp yZ1 Ww, Afl LLV23-yC Q L9-1W C1RY-wlltf6 ICQWR➢rm1 M/iNtiV! F SIl1IX f6 ILl(DNic YM 0 m A. GYWfi V VOIV[MY E YRIIO a..9 110 M..Tr¢NSI.F EM6 �uYu i .ro`Ic' O v�ml Lw1¢r.o,wlvv 1^w P r V xIN xix a1@ io L 100011LNE W..R L z Q lj 11 1 x m O L yx[il.l O O I T-0' MIx yl• T rlm ¢Sv 1 1 HT Q m Pi.GM>/t LLS PL. BE r TE GYLLRS W 11 La¢x Y. DROOM Y2 BATN ❑l➢1 C I x Pf GMIUL 44 1143�wY i A, W Lu1w J % II n= nxrvn♦II _ ✓JT[KN f II t F 1^� �� ➢INING RID1e II ¢1-2W 1 1 x 1 1 11 0L 1 1 f~ r.Nl �i ___ `� •11• II ¢L Imd j y �� A A --- _ _ 3 11 WWOJ C Z .Lm . y I - az G 1 LI I ul 1. wu ^ II PI.vwOV n P,.n1.Ri W `) I Q101.L GYILS 11 Z yl¢ ___ i 4F _ Q IT�� ...... 0 I Tf ❑ �f _______�_ ____ Ji oxo _ti-1 q y w LWj 4 i V ppd m i i m.v.0 SEE m lYi -I 1 w z D irr�L�L�F tl ❑`) {$. BECRp'MI Y3 11 �1 I LMNL ROW jaInwIJ RW Ik=x "4-7 4, CnP.nox Yl i ii � Fk i� i ii � o 4mvt�p EO. ivn�iicolpa 1 } rNm♦Iml 11 W o 1 I YNm Kc ) II �6__JL___J • ii `�zw N I I 1 I I I m rNAKµ Q-) LB rCIDRM' 1LpilIDYL LAELi 1 PI. G I[DpµpG 1 I z y1 I-W 1 1 L 1 I p u Im106 u n 1 ¢ iln�2 x ) G, O O _______________ IY- ritmxrz O 1 O O ______________ i y I Y'a xu MASTER FLOOR PLAN I W S L L_______________ _ +u Inrvlm.L nm � _____________ � MS YUvp4 1Y4 c vLLL xCY6 AT ux��iuNxi •v,ml,•i Pa Ewui E �N-B1 M P V/wfQ4aRs LA l90BO 7�r`µp IMl QV®Ix fR w[YDLgi1CP1Y IDRlCI01 RRL1OIiLLfmlicmsLavGA.4Eamr♦uI loiywmum l wL Nmn mmvrtr.mxw. vLrvlMLlcw,➢unm,r mamv1l1I4mM w u luuln rwoc1erL.NwmiQm :�,„-,•' �•i�••�ip•,aPevNnu mAAEA *. GLPA[R7Elpry7N• AbnY •••y• ,E L I - mLno mvNem)v m rt xw Y�. •�„ wro v�.EA P wyrx•i aY¢w LwuG.pw414 mmc w areal,Nm�➢< -/'] TP. NwQUL 1016 LM1Mi01 ✓MP�IO AY[I.IY w1QKm11 VIIM n POOL Inl • •^�S 1. nn1Yt Q tmi ra LIMY Iv nmc nwa rc NNQnIL Q uulw rwNin .art rule= Nv.a urQmlOYviut aaG wicop�.m w�yYil�Lirs F rmc m M Lae IlD(O1..{LLUT 1 u IIL 11 Cia tliM u¢t YC Qpi M[M yulu4 R.vWi u r • _ i[ELul➢i➢Q IIM FLs E nYllu • • � G 1P[QINS Q Iw0V.143 M MIL116 wWl E IO!LLa TW y'RCOBRiNRD1AhVRYLL1E1 SLI.HYIKR} AC.,(x • I ➢LIQIRI..IMN[rE YILI rnQ . LEEQ.AY S lqVt.imSil LjCl YQwNK..,1NiELG MiYLrtWwr LwIL1 fCNIlI0IDOCl y1,llWII.wTQL'f,YNNYyS Em0R • �• • • J'-V xll� ] 6L`4.1AQ Y(L.QV wl•C..IIi AVp LPIPf11W YK6 nMLL Iq E Liit TYN 1 IT aKi P 3)m nr�m�Y p i W OL�LT IpE POLLG iG LCG1L pYy � P • � - �Mn rL6I Iwl s m nt vliN/.m LIIp®1 P N]pll M•. •� , 1maN41 Ymx m.Nx4 x xYY mi lowrt P w•,umyn Q � ____ r'mi r�.a�mr�L srxrz uin eau L Lwro IspucliK orxY” Dy➢® rip! _ , • , i T. �ro a Lim °Av�nrz I I 1 1 1 I 3 IWRIJL[PYQ nYll WK x y141Y1 ln4f P YK•.N6 Wl1Y.Yi.mY®'16 ,, ,, �� I 1 Q �� M[pLwl4r�r��IG.t(Hl CLM nlpe0 rm N L1[1�6r r'Imrriml�f101 '�� ,+���,� w Pipet r➢vLc¢s era L LGvain KrnalG m M NxNrKnm'[ nl-0E. FEB 0 � noo[ LSICLTOy II0 Mill. AN WAm ilWl mI1N M IMfI D¢S¢A1ID1 L J LL r16 i nYLL wVE iM'®•N OSILYLL ertiII[M RY melirpY L us lu,m nuu Nn L LEArp w R®¢ u lSK�®L�K1Lp C Kl YW[m(yy,[pVy E N9Yp.6 F M ' 4 YeT Cpl'IDNS LWI�C Pte.rp..Y RnN lL IEI!N � 113i•"mv i�a.Y 1'�Ea,Eur[Q'm"�uam y«IG�L N n d`.0 onvm YK6 � �P�' """')^' OO n.rt�i.rtnrwc Im.1m,mru,ww ron.vaYRYYe Q N♦nmE iir�l®�•^+x wQvc�Lm num LLu,12 L ms u La u My s/r m>R auw.s®mzrtQ, n rsw 3 nav •vrNr L myc En®om /npYBir-uu!u.n-uw �'l1pV 1L.Ui 1 wi a1Q E•1•GG(IS MY WY E UwY3]y LYG K rNn FLOOR PLAN MASTER — IRC i^ Grz, YNR NL a BSL/DRP t0 JAN 0] A5 'SPICE IESCRVE➢ MN THE NEW TOM STATE STAMP OF XPPIDvA ' NMx��M r •ivr rVw mum M.Y slt¢ v.7 m� m my Amm q © r ti m ! q om r .,,.�•.�.,®o am ? 9 �.A m Ammr«° »m �a t ED ° q rnrm v rrmr ® j ° ° ID L� •® dE q m w�ro��m PTr+��•.Io ���w rw .""a� � ^"r`•^�' .n�`.mn o�.:mm �n m APPLIANCE L MECH. EQUIP. LOCATION �• IN TYR. CAPE AND IST STORY OF �n R r•'iwri• • � ®' uiwi uv m m r�"ia - T»v m 2 STORY CRAWL SPACE MODELS ° m r�a nm q r'vY41fr.ru m ° O m m O I •...� � p O I m o CAPE AND ]ST STORY OF 2 STORY TYPICAL SECOND STORY m rmKn ios rHw .v vNry n.a wrx r rtnv u A.,rAx v ru ArrRAr�ra um M Harm CAPE L TWO STORY m STAIRS tia ,� Nw M 4 TYPICAL CRAWLSPACE AND OVER STORY DUPLEX +H a ® S FLOOR PLAN (LIVING UNIT OVER LIVING UNIT) ,^/ }n[ NOTES: © �m I. MAXIMUM AREA OF DWELLING UNIT IS UNLIMITED ,, • �••�� '�. 2. THE TOTAL GLAZED AREA IN EXTERIOR VA-LS SHALL NOT y Ol mrr�+) EXCEED THOSE SHOWN ON O ➢RAVING 10 ® OR ` ►A[y TgMy • / ,•IL m A.mor� 3, 36' SIDE HINGED PRIMARY EGRESS DOOR REQUIRED d rum.+ E (SLIDING GLASS DOOR IS NOT ACCEPTABLE) a AEBW1 •6 y A m MINIMUM SECONDARY EGRESS DOM REQUIRED. DV4 A5, A6, A> = •� iff A. EVERY LIVING, CAT IN KIT, SLEEPING, RECREATION SHALL HAVE AT LEAST ° ONE EMERGENCY EGRESS WINDOW ON DOOR. EGRESS WINDOWS SHALL HAVE A BB` .-4 mr�r uu SILL HEIGHT OF H' AFF MAXI>KBI, A HET CLEAR OPENING OF 5.7 SQ. FT. MIN s • • 40 yr m m A NET CLEAR OPENING HEIGHT OF N' MIN. AND WIDTH OF 20' MIM AS PER • MR AIR..>. L' v.r r rm vu ® SECTION R310 OF THE RESIDENTIAL COOS OF NEW YORK STATE wrz w Mm y 5. STATE AND THIRD PARTY LABEL LOCATIONS SHALL BE • m INDICATED ON INDIVOXNL FLOOR PLANS r .• 6 SEE WAVING A5 FOR ADDITIDNAL NOTES AND DETAILS •• P 0 � , s T. ALL INDIVIDUAL FLOOR PLANS VILL BE KEYED FROM ,� •• •••w` ��i'mirrS�i mvwmi.0 i Hmmi.e w q rnm• THIS DRAWING AND BE AVAILABLE UPON REQUEST c.rM>o m mrw v•n.ms Fm Am,\ a. ALL WINDOW LOCATIONS PLA MAY WART ACCORDLOCATIONS My VARY ING TO �,,INDIVIDUAL � /''�,� D •'•mm m 9. A.L CLOSET FLOOR PLANS 10, WS WATER HEATERS PROHIBITED IN OR OFF 6 ON m7� SLEEPING TOILET ROOMS S 11. ONE PFS. DATA PLATE AND STATE LABEL OF REED .mm m m p p m rar PER LIVING WIT) SEE NOTE 13 ABOVE MnnmiA�c Yiyrl. Ima I2. DWELLING UNIT OVER A DWELLING UNIT SHALL HAVE A 3/4' HR. HIM J[fA�F'l}' lflrSF m w.m crw S rm.mac wmar aTem PIKE RATED ASSEMBLIES BETBOTH FPO LNG -------- --------- (USING TYPE GYPSIM) L ALL BEARING WALLS S SUPPORTING STRUCTURES TO FOUNDATION SML BE MMIH FIRE RATED USING MOISTURE HwON.m, RESISTANT TPSIM ON EXTERIOR. STARS TO SECOND FLOOR SMALL Nr.mp Cn rrw BE N�^>�o-W�•^-"+ TWD FAMILY FLR PLAN TWO FAMILY FLR PLAN SEPERATED FROM FIRST FLOOR DWELLING BY 3/4 HR. MIM FIRE RATED FLOOR PLAN MASTER WALL INCLUDING ONE LAYER OF 5/0' TYPE 'C' OR TWO LAYERS TYPE 'X' — IRC (2ND STORY OF DWELLING OVER DWELLING, (IST STORY OF DWELLING OVER DWELLING) UNDER STAIR. A6 BSL/DRP a B JAN •n.¢Ncmvo ry Icv.v.n.n"Amp DF wemv.L• .,...�..,.,o�...�..� ..A.F—, a= w.0 u m m ®• © ••�� � � i—rxsnwm �,.a,. ,K u m o a f o H3 d m TYPICAL DUPLEX Fl-R, PLAN � � Y VENT TO CEILING DRYV&L 2ND EL" LEFT IFF FEB Q PLI,HHIN(3 ACCESS Q Q m Q Q [YWI OYNI Q Q evbF -o'Ka Te tid SEE ALT.XIT ry,y TH LAYWTS PG 4 a ai m VtN1M1• O Q" REIGNP LE I N/ CLD ' 1 IY 1..IY40 KETCHCN ID IWT. o�'w,.mtrmuc (IPT.) A ± [�T.) YATX 1NEM(D103 T .," , • A �, N SEE ALT. ➢Al5 urWTs PGs m libfA� PAfl7PlmJYlpms ✓)L Q • AI9At7 • da • DINING RfdN FAMILT ROOM P 10 Q L CLOSET � /{/yam •l a LTJ o • m ❑ • • YEwooDRO H YI SEGH Y2 I7 V OPjk•• • ••�0,,� EOYEA i Y ITJ " L uvING a-nl DCN � jy A [1➢ FEE 0 200 - Q Q ..Be FIRST FLOOR OF SECOND FLOOR OF irPex v x„• ©A^ H OWIFS, INC. THREE BOX THREE BOX WIDE-TWO STORY WIDE-TWD STORY rasrECH SCHEMATIC ON PG IS sTwDARn iVo-sTQtx DW FLOORPLAN MASTER — IRC SEEEMAT m W4 rll BSL/URP X18 JAN OS � A 7 x� -BB.PCS[➢Vm FOR THE RE, YVF STAGE STIP E, MPRpV K' F VSY B-3 Lw krt LT. NB-7 4 11-te9_VC_ O� B-9 Q B-2 i 1 lwnvin ___ _ N 11-Pl1(,l �P t y g e -2 P f Y Kw -'f�� -�•\ ' /8-11 \9 I _ 1 C LO 11_P m /M � Y 'l OLT �' ..a`•\oro A / 1p OO ��"o\.Oo�agyp�'"/ V-z ®P -17 H-IS v-B 4' z - P v EO B_14 ORX�w � uO_z 1 n lJ jw& R "H�p 0 �JLIN B-22 yr__ cLEDGEND 0 B-2 VB VMYttBT © NIC M[DI[INE CnBINET NTIP-P __ I PL MWRpR PLATE MIRRORv B-21_ xe O u-e CFMBi ® 1 TB IDVEL BNt1Bo PL TB Iz-P 1.-P 9V I Oj S SHW[R�i.> I It-to a I uxO W]p LLINEN [lLSET ,AR •I O \ vC VATEA CLOSET ,, (�B� P• /1 BT BnrH nYL (ror> 4%. \� PACL 7P1AiyypNL1"('/✓� .�GARDEN TUB W ( MT.)NDEH TUB ( MT.) h,� MB®lY � VIYPLPp1Y- VNWLIDDI (PT.) Bill, ME HAMDI-CAPPCD SBI( V VASHCR N• °Puny - ® NOTES60, ROUPI 2 ALL MTHRODOVIDED .S MAY BEOWS Y BE REVERSTED AN➢/OU ROTATED EKR DIRE[TION LIGHT I TINATION PMT1Ot PCN ENTIRETY ,,,, FEB A'S 3 SEE INDIVIDUAL FLR / ELECT.PLANS FOR EXACT BATHROOM LAYOUT L HEATER SIZE �P- }1 C'�/ ��n M. WI RECEPTS SHALL Y VIRED SO IF TRIPPED THEY VILL NOT INTERFERE VITH THE REMAINING C B N n OUTLETS ON THE CIRCUIT AND LIGHTS MUST REMAIN ON 5. SHOVER VALL PROTECTION WILL EXTEND 6' ABOVE ROOM FLOOR LEVEL AND SHALL BE OF AFIBERS V PU JxJJ-y REQUIRED OR EQUAL INTERNAL / �LPpOA IY.ZAT 6. ALL SHOVER DOOK AND WINDOWS IN SHOVER/TUB TO BE SAFTEY GLAZED ). HYDROMASSAGE BATHTUBS SHALL BE SUPPLIED BY A LFI CIRCUIT tlC B. REDUIRI CLEAR ED IN FRONT CF CE SYOVER Tp BC 21'%30' MIH t! S. A 21' MIH REWIRED INPAR6 LAV L VC as m m PUC RLWBRCC n nw 11.. A M I MIN, T MU VC SVITCMENT REWIRED Im)4Y_yyA IJP AH_UN 11. FAN L LIGHT MUST BE SNITCHED SEPARATELY 12.ST LE FLR MATERIAL STALL BE WATERPROOFITE TILE ITYPICAL BATHROOMS — IRC TYPICAL BATHROOM ELEVATIONS 13.it PE FILOLASS TUWSHOVER UNIT W'%6D'%72• HIGH OR ON-SITE �• BSL/DRP AryB JAN OS R[v NR n AS �[ 'B..Q 61CRVLD iR M KV iWK S11TC SiNf[L MRWJK' 9 [K. ©yo vn >0a vxYa V[.n ©O Y �. R kl B-25K-1 K-2 O c 2 0 x O r rt -29 L Ia[ I i lO O L_ I z I L J O lO O O lOx 9 � ar4V Mix 12-2 vAx O _ �[ R R c Y7 5 p li B-30 _3 S Iz-x O LDI � R u-x Y rxM 5 tl K-3 K-4 mu.�Mrww.[w¢wLMilo LShiID1 L VRIW ('� I i � I O , x u z (.n uM i vc O LLJ i i �, ��YY�R �I 1 (, •pPAMMONYBON AS /S, © lO lO I © = �z AEBIM7 • 0 •s, t 02 2005 n _ ©TIFF'.}. .>u..x,r dOA/B'� JNC. u[m m xxxr,z®ozi•um•� nxu (xnl+xz-+xs,x�r xn-uxr TYPICAL KITCHENS - IRC rCONTI�MUATIEINO PPG. AB CONTINUED ON PG. A10 xn wn. xxH ucw A9 BSL/�RP 10 JAN O] Vp yq BA VEZ FOR THE ,EV YpIX STATE nMi V IAIpQVK• TYPICAL KITCHEN ELEVATION R R 5 2 B 5 z a © 1❑ 0E K-5 s K-6 _ K-e .. K-7 CD OO �.777 ML , tl OI I OI WS x�0 .. 4� �. Y W4=�� WU. W. © Y 4 R 4 � R Y p T � y5 B n 4 ve.4 K-9 K-10 K-11 K-12 K-13 a x O p O O `---- 3 O 3 L O 0 1 © :----- a �`',l PAULTrAwyaM ✓ AEMW Al x n.x x x v;m rlw rATr. .b s1 x 44 4. 4 Vt3 V4. 4 f N A � NOTES. R • ppy L STA WO GAS RANGE RECEPT IS 110 V„ 20 A SEE PALE All FOR ELECT, RA VOLTAGE/AMPERAGE 5 0 > 2. ALL KITCHES SHOWN MAT BE ROTATED BD DEGREES AND/W REVERSED IN EITHER DIRECTION 7 y y > IN PART oR IN THEIR ENTIRETY. ••Y 3 KITCHEN CABINETS MY BE OMITTED AND FURNISHED/INSTALLED BY BUILDER SUBJECT TO O LOCAL TI A. ALL Rs P OV N WINDOWS MAT BE EMITTED If SUFFICIENT ARTIFICIAL LIGHT AND VENTILATION �,� i • ••• � S, RANGE HOODS ARE VENTED TO THE EXTERIOR USING SOLID DUCTWORK �, •• • �,,� 6. RANGEHOGL FAN TO PROVIDE AN AIR EXCHANC£ EVERY 30 MIN LAIN. ]DO CfA> K-14 K-15 PROVIDED FOR THIS P AREA A((BY HMEANS OF NATURK VENTDS MY X USED AS ) AS A MIN OF AX VENTILATION IS ). SEE INDIVIDUAL FLOONPI.AM FOR EXACT KITCHEN LAYOUT. N B. ALL KITCHEN RECEPTS SERVING KITCHEN COUNTERTOP SIALL BE FTI PROTECTED + n 9. A RECEPTACLE OUTLET SHALL BE INSTALLED ABOVE EACH COWTERiOP WITH A LINEAR LENGHT e n GREATER THAN 12'. MAX. SPACING BETWEEN RCCEPTS TO RE AB'. COURTERTD^S SEPARATED BY _ APPLUICCS OR SOMAS SNMLL BE CONSIDERED SEPARATE CDLNTCRTOPS, 10. STANDARD 3W HIGH DVERKAD CABINETS MAY BE REPLACED WITH 42' NIW / ------- 11 ALL 224 CABINETS NAY BE REPLACE WITH DVS OR DV 4_e 12. CABINET LAYOUTS WILL VARY DEPENDING ON CABINET SIZES HONIFS JNC. ' 1 ` PA llN DI dll lYA.I®W1R Mf Mt -1 t -e IIIPJ{T-BLV ',,r'"f O H m O ] TYPICAL KITCHENS — IRC Mi ,.-_________� t tir BSL/DRP ';IT JAN D] ' we toA� O 'PNY a0vp rp M Kv lOx ting t1MI pf.m6Vk plifS+KR �� Kew um FNa Sou. sERvlu eVM1'w GENERAL ELECTRICAL NOTES car,ar eldnzw v� �'' mi 1, ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IN uz xru wnuuec Izo COMBINATION WITH LISTING AND LABELING, CONDUCTORS AND EQUIPMENT SHALL BE SUITABLE FOR BOTH LOCATION AND USE. x ur. n-e swu NalueE 2. IN-PLANT WIRING IS INSPECTED BY AN ACCREDITED INSPECTION AGENCY FOR COMPLIANCE WITH THE N,E.C. p xa u-e cTe ry m,Mee wc,ulv vw ex 3 GARAGES ARE NOT INCLUDED IN THE ELECTRICAL LOAD CALCULATIONS. 120 4, ELECTRICAL SERVICE TO BE GROUNDED IN FIELD BY BUILDER AFTER CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE WITH LOCAL REQUIREMENTS. Is, M-e mui ucxrs um auris uo 5. BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED BY MANUFACTURER FOR COMPLETE ELECTRICAL HOOK-UP, p Iso le-e 6. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSABLE LOCATION NEAREST TO THE POINT OF ENTRANCE OF THE ly, 1e_p SERVICE CONNECTORS AS PER N.E.C. SECTION 230-70d. Is. 1x a 7. PANEL BOXES LOCATED IN BASEMENTS SHALL BE FIELD INSTALLED AND MOUNTED ON EXTERIDR WALLS BY BUILDER. v 1°° B. 1 B 3 VIRE, 24OV, 2DDA SERVICE - SERVICE PANEL r/ MAIN DISCONNECT IS STANDARD e m' Ix-° e^Ti•m'air. Iro 9. CIRCUIT BREAKERS ARE 10,000 A/C. + ea pe-e T.am.rn ¢0 10. WIRING IS NM-B CABLE v/ GROUND to ee a-e innva rn ami. 11. NH CABLE PASSING THRU FRAMING MEMBERS WITHIN l 1/4' OF THE EDGES SHALL BE PROTECTED WITH 1/16' THICK STEEL BUSHINGS, CABLE PASSING THRU NOTCHES ARE PROTECTED WITH 1/16' THICK STEEL PLATES. u z>H Ire aswml m amT. '+° 12. NM CABLE SHALL BE SECURED IN PLACE AT INTERVALS NOT EXCEEDING 4 1/2' AND WITHIN 12. OF BOXES OR FITTINGS. (RI - SUPPORTED u zu ¢_p Kwwnvc can uo WITH INSULATED STAPLES) 1] Ise a-e pl9n,r,9Q rvulwz p¢rmu Im 13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' A.F.F., OTHER RECEPTS ARE IB' A.F.F. u me Itti vTaarm R•IrrO 14. BATH RECEPTS, EXTERIOR RECEPTS AND ALL RECEPTS SERVING KITCHEN COUNTERTOPS TO BE GF] PROTECTED 15. RECEPTS SHALL NOT BE LOCATED OVER ANY PART OF ELECTRICAL BASEBOARD ELEMENTS. >•+ zsn u-e vnra KArw zw 16. CEILING LIGHTS SHALL HAVE A MINIMUM IB' HORIZONTAL CLEARANCE FROM COMBUSTABLE MATERIAL (IE, CLOSET LIGHTS) N.E.C. 410-8 (2). u xon �s enr¢ zw 17. EXTERIOR LIGHT BOXES ARE PRE-WIRED, LIGHTS ARE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER, r K17 za ¢a vrnn Ipp I8. RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED. ve u-s won 240 19. BATH FANS, RANGEHOODS, AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR. 20. ADDITIONAL ON-SITE BASEMENT SMOKE DETECTORS MUST BE INSTALLED PER STATE CODE. 21. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL LIGHTING CIRCUIT p/ NO INTERVENING WALL SWITCH AND WIRED IN SERIES. 22. ALL SMOKE DETECTORS ARE CEILING MOUNTED AND ARE AC/DC PROTECTED 23. ELECTRIC BASEBDARD HEATERS CONFORM TO THE REQUIREMENTS OF AND ARE INSTALLED IN ACCORDANCE WITH THE TEMPERATURE accrelcPERFORMANCE REQUIREMENTS OF U.L. STANDARDS FOR SAFETY NO. 1D42 ON ELECTRICAL BASEBOARD HEATING AND N.Y. STATE BUILDING luxw CODE 1000.2 F - 2. 24. IN BASEMENT MODELS WITHOUT UPSTAIRS UTILITY AREAS, APPLIANCES SUCH AS WATER HEATERS, WASHERS, AND DRYERS ARE LOCATED IN BASEMENT AND WIRED ON-SITE BY BUILDER, 25. (RI) SMOKE DETECTORS REQUIRED EVERY 1200 SOFT. 26. (RD SMOKE DETECTORS SMALL BE LOCATED BY THE LOCAL FIRE MARSHALL, MANUFACTURER VILL COIL AND TAG VIRE IN CEILING, FOR s ON-SITE INSTALLATION BY BUILDER. zv 27. NO MORE THAN 40 BREAKERS (OTHER THAN THOSE PROVIDED FOR IN THE MAINS) OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL ze BOARD SHALL BE INSTALLED IN ANY ONE CUT-OUT BOX, A SUB-PANEL VILL BE PROVIDED IF MAIN PANEL IS FILLED (SEE PANEL BOARD xp DIAGRAM FOR SUB-PANEL NOTES). 28. ELECTRICAL WIRING AND BOXES IN FIRE RATED ASSEMBLIES TO BE PROPERLY FIRE STOPPED AND RATED PER THEIR APPLICATION BY •,r>w sve�®- Iz-1'vrtn, zz Iwluw rnii arciczn uclrelw necvrt oio A NATIONALLY RECOGNIZED TESTING LABORATORY AND INSTALLED PER GOVERNING CODES. 41 plsuX carr ovru-r F'_, 29. EXTERIOR OUTLETS AND LIGHTS SHALL BE WATERPROOF, 0 svnrKn ami °our '� w z-zvre e-Ro ORC�SrtCEMELl. 30. LIGHTING INTERRUPTER DEVICE AND SMOKE DETECTORS SHALL NOT BE LOCATED 'DOWN-STREAM' ON A CIRCUIT FROM A GROUND FAULT CIRCUIT 6^ veTCn4t6 4r1 L_J ucNl �iipW 31 I . 25 AMP SUBPANEL TO BE USED WHEN REQUIRED CIRCUITS AND THEIR CORRESPONDING BREAKERS EXCEED THE MAXIMUM ALLOWED 0^ amT pur1II e w 1?4rT. O U. BREAKER SPACES IN THE MAIN PANEL BOARD, SUBPANEL CIRCUITS TO BE GENERAL LIGHTING ONLY. 0 msNvwe amr Hour © amssw Sul LTx' 32. ALL RECEPTACLE SPACING IN HABITABLE ROOMS SHALL BE SPACED SO THAT NO POINT ALLDNG THE WALL LINE SHALL HAVE A RECEPTACLE MORE THAN 6'-0' AWAY AND A RECEPTACLE ON EVERY WALL 2'-0' OR LARGER xw VRT ami urttn © asteiw clew 33. ALL RECEPTACLE SPACING ALONG KITCHEN COUNTERS OVER 12' TO BE SPACED SO THAT NO POINT ALONG THE WALL LINE m� rxs amr nrsur © svm uort SHALL HAVE A RECEPTACLE MORE THAN 2'-0' AWAY ••y'us cua°��H+�-� © amity pcFXEscEul uwr 34. SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS S ill(L[PR[SVIIOI ® SI.gnR xiD rLfLRCS[Fx! Llril(I L sled[-V�i SVROI � TQfP1Od WY s, rasa-v4r ivsrw �irr mnroc/,cx-x L r�o4 ^ ra "I 1 svrtw TYPICAL WIRING TE FEEDERS ( \' Q i)f ruvuwr minMerml nt. � T6GVIvb1 c.xE onur FOR SUB-PANEL FEE➢ERS ®e m'RTCciw IMd rM4 MyN4 © ax rrll/uwr mlmurrol Ri. Q'c PHnp�ielc sriecE ttrmw � •• , © RNLSI®w T F. 4Trml 1INlERKT/P�XYX ,yGY [WIPKM IMIx IU. IS6AR9 CAP1IpYG I� •d�� Q WfLCI e6t./M.LIOR 1l . FWNYIIL W.W 11EMRK O O ,,, y •�� ' Q WRCI Mw ./CYi.ufNl..T. ® mfiell vK WTLEl epyi[p Q , Ile* � 0 Sv U.ll wE ac xro S E XT(Crw rae¢�yq O m : [; P� ©n ..m.•cul urxrt•v.TEnrem Ql /"_s e... emi w m TKRKai11 rAoumwc seav m O O It o Lent• +ml ` G • •..� • 'd'I'4 m snv am ortur 0 swv � .r SreV am.Lr O @Mr IUI$e m iC EId4tCD W[80111 o n : V.• • fMYt[ GISPOIL T. M ' ;A•• • ' 'IV plm Mi�"�u¢>•cTara sxxens TYPICAL HYDRO-MASSAGE TYPICAL GROUNDING METHODS OF • �'•p BATHTUB WIRING DIAGRAM NON-CURRENT CARRYING METAL BOXES D/k m..n HM w'i9'mo�a z0a,10 O m , ry wlm '� wrvr •,gym. VcL uAxw IdlviE zva+-w • , wr . FA �Lu _ FEB 0 2 LOO fMS1R PMM�4t1�I.V F�i0 f 1 I i K�pw ' 1 .m'rwiTEr�lum 1 1 i 1 I evr pp alvru 4Fe w,nApu•R+c ti raw i i laiod cmim SAw i i (ne)w-uu ur M-uee °• �______J L__J MASTER ELECTRICAL PLAN L--. uBSL/DRP 1-z' JAN OS ave we w A l ' va ArmraY ry nc rcv�nArz nlw v N.a+K PA42 KX -X.11 m Mr vMY 14-2 6_3 P.0 WX TWATIM IN MSEMFMT 01 M ENCNT U S - 16 -------------------- vei 1a-z I'-z pS ��L�{-�� IE-2 Sp 1 O 12 -EO IS V V p 1 OPT, O MT. 1 I 1 LT. LT. ii i 4-- r----- r_ ________- II II 1 i♦ I I I 1 O I 1 11 'O ..{{1 ♦♦ l ---------- ---� I II Ir � `1 s1 s'ul. }gy i 1 L �LS , _ - - 1 O FF _ ___ __ _ 4'1 I 1 SI D S I 11-2 ; 11 14-i WM 1 ♦' 1 T 11 nNT 1 VKN RCCPTS. MY IIEiKLL01 _ 1 STNRS IN WTIID LMA(fS I 11 6c wl m TCD I ♦ Ml. I 'I c'____________________________________ ii LT f_ I 11 bi I I l , v I I O^ L,fYR2 fIF G1NNi I r ,-I MT LT MT. " NID ML vx ais 1Mr ' 1 LT. 1 II C ITTED S➢¢fAK I I L 11 IM2 14 11 VIOI VITGI[➢ i 11 1 1 11 I I _ 11 IS U C) 1 1 I I I I 11 I I 1, I I I I L I 11 11 II - 11 II J II II 1 11 -, TYPICAL WIRING DIAGRAM vlmel«mrlrl ry arcl vmc Y�mvixr vauA:mAml¢AVAnwxs '� I �♦\ I 4IR � I r „M ID r T I YeLNTO F SMnKV., T IF OOS KrznU. - ����,��RFrP.. +ire PACK• Ufa AllST ♦ KIM fArzYO I STP %M iLLl tiL LIG W Sq.V OI M Q SID SEV M...NTT. 6 MMPmFSIr D STAY VI .TMII • f 4T UG STe✓ -/ I 1 I IM-iIR KISL 51mK� •���. •.�,, cSV\M•J 1 1 1 1 � YYaY VG SCRCV R , �\Y I I 1 I , �{� ��i -�{--� 1 M V1m CA,xTMY SIDUIG ,,� �• •• •,, 'j`� V�� LLQ_ )3 Nd•fRY.161MG 1,G. \ 'IAds .�.•" 1`ti \KLL limlmlN4 ,� sTANP Imv> I ALUMINUM SIDING GROUNDING DETAIL �JIJ�dSY �� J90.VBS INC. i, Yn m asrrir dE..mAu•v�s,�s r+Yu MASTER ELECTRICAL PLAN - IRC m� .S.MAP I.T. JAN D! o- uc w/1 2 L-J V leoov �y I6 11 = eY rtl IdV T aan o X12 3 I YKO ------------------- I ' 1 i \ 19 __�_m__ ____ aIz _____ ---------- 0 _ __z-z Q ___ ________fFIJ ____ _____ O jl�_ 1 m J ® S ELEC. It-t tl I i 21 O O \ uRi•c I I _J �L � 1 I Lsvy __l unv 2-2 Am I I I sR mDDy 1 1mDy TYPICAL SECNND STORY ELECTRICAL TYPICAL CAPE & IST STORY OF 2 STORY ELECTRICAL •-t � IIL: I � O It-t �WYK I I I g I O IIIH I -J- I 1 :.RIr - U Erol - ------- -- ' ___ ' L 1 F TTfX M1adaYb IIGTY M n•r MPS f j•• R �/�\� hOr- mlvA AMVWf1 Hm IravrA� CT, "�* «, . i LMm.r.r murmc w a•n Imat I 1 � (� maBR'J •� �.• •(7 ,•-o L_____ �___________� •"� i levv 1 eow 11 11 i � • ie r� � is i t� Mal • � • r op �I Al••• •• ,�� Narzn TYPICAL DUPLEX ELECTRICAL � ^ 1. THE ABOVE ELECncAI PUN IS SHOyN 11 A TYPICAL LAYOUT of 14l��*, Q r 6lBM Ff1R ABET CAAL NOTES AND CIRCUIT SCHEDULE SEC y^ SUBMISSfW SET CRAVING A11, Al2. AM' ql. KITES 2. HEATER SIZES SHOVN ARE FM ILUSTRAiIEN PURPOSES dLY A MCAT LESS CALCLLATICN VILL BC pONC (ER EACH INDIVIDUAL L THE ABOVE ELECT]CAL PLAN IS SMVN AS A TYPICAL LAYOUT Z Z! (LOOK PLM' FOR ADDITIONAL HEATING NOTES AND HCAi LOSS ONLY FOR A➢DITIIBML NOTES AND CIRCUIT SCHCCILE SEE / n1YY INFORINTIOI SEE WBMISSIW SET DRAVINGS A11 SUBMISSION SET DRAWINGS M-Al2 3. ELECT. CIRCUIT LEA➢S FIX% UNIT 'C' TD BE PAN IN CEILIUG TO SPLfT V/ LABELED 2. NEAT ER SIZES SMVN ARE FOR ILLUSTRATION PURPOSES @LY AOA/6S, /1VL; 'AM• CCYBp[TORS (OR W-SITE CONNCCTIDu iG LINE UBREO 'AMP• CWNECT➢RS A HEAT LESS CALLLLATIOi VILL BE PONE FOR CASH INDIVIDUAL IN KNIT D' I IF CAVITY. CIRCUIT LEADS EOR UNIT 'C• Tp BE DROPEp WVN CINSE FLOOR PL'W FfYt UL DIN IfATINL K]TES NID HEAT LOSS BIt W DR AtdF.llldmdd011S PI HHf ALONG VITN 1MIT D' CIRNITS AN➢ COILED (V/40' COILS1 IN SECOND STORY ELK. INFERMATIM SCE SUBMISSIp1 SET DRAVINGS All (n R)uo-uu PAB dJTylm JOIST FDR ON-SITE COIPLETION 1N BSMNT. TYPICAL HEATING AND ELECTRICAL — IRC I m BSL/DRP CRIB JAN 03 ISH wR� A 1 3 VANS 'SPICE RES VED FOR M NEW YON( STATE STNV OF .APPROVAL' Mfr Mfr L FURNACE (SEE IDNMECHANICALINSTRUCTIONS IONS ENT MANUAU FOR GST PLLATIDN INSTRUCTIONS 2. ALL GAS OR FUEL LINES TO BE INSTALLED ON-SITC BY MVAC CONTRACTOR r 3. FLUE PIPE TO BE INSTALLED ON-SITE A. DUCT CRASS OVER AND RETURN AIR IN BASEMENTS f TO BE ZIN FIELD 5, INSOLATIONION WITH A MINIMUM THICKNESS OF 1 SMALL INSTALLED ON ANY SPACE HEATINGNGDISTRIBUTION IDLOCATED PIPING LOCATED OUTSS IDE OF A CONDITIONEDSPACE, 6. INSULATIONATIONWITH A MINIMUM THICKNESS OF 1' SMALL BEEf ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONEDED SPACE.nC E.. f HVAC MATERIAL SPECIFICATIONS L FURNACE (SEE CALC.S MANUAL) f R. KNAUF-FIBER GLASS DUCT SYSTEM- E1475 3. AICD RUBBER PRODUC7S-6' CLASS I FLEXIBLE DUCT, (SEE CALCS MANUEL) f 4. SHURTAPE TECHOLDGIES, INC.- DUCT TAPE SILVER-PC600 5. ACME MANUFACTURING CO. (SEE MECHANICAL EWIPMENT MANUAL) FLOOR REGISTER BOOTS i E ::: f f f f f - f FLOOR REGISTER BOOT NO, 60C ANGLE REGISTER BOOT NO. 59 CENTER END RESISTER BOOT f f L 1 � r a x OVAL DUCT TO W SUPPLY 2ND FLOOR u o In ry, f 'llp 4 /(� r 6' FLEX DUCT FLOOR REGISTER BOOT 11 ►AT1.TINY ,T••% I Mtl. 60C 90' ANGLE REGISTER BOOT i '�Y • - 6x18 NO. 59 CENTER END /y •�^ - RESISTER lODi . iLr •l A_J _ 7B�ANSE�HENTHDDEL CR ER SITEIASTALLCO •DH iPIFR VEY>ERvwn v E EuawiE ��• 'o r CRAWL SPACE ,,A� a W 3 »v Aran A. m IT W U C ? per. HOW FS, INC. iJ us w m aur.AeaallBRaA n nue �- (rn)w>-uu eu an-uro HVAC SHEET - IRC MIL IYV� N4 M] BSL/DRP ld JAN DS A 14.3 'SPICE RESERVED FOR M NEV YORK STATE STAMP OF APPROVAL' 0 STARTING COLLAR 6' REGISTER BOOT TAPE AND STRAP FLEX TO BOOTS L COLA-ARS SEE CALC.S MANIIEL 6' FLE% DUCT TRUNK LINE TO CROSSOVER TRUNK END TO END 1. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITI KD SPACE, 2, INSULATION WITH A MINIMUM THICKNESS OF 1' SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. OVAL DUCT TO SUPPLY 2ND FLOOR 00 I II I O I II I I u I ____________ ® 1%ID, 4%12 , 2.IB FLOUR REGISTERS S® 16.16 RETURN AIR GRILL 1_ X]8' O$D INSTALLE — i a_ G i y i Pq�♦►AUL 78lYIYM�1!)% 1 y 1 0 • �1 A7�7 0 , O • � � 41 I I N 1 I 1 I , 6'x42' DSD SHIPLCOS� x l i • �•• T `_____________"'_______'__________ __ no --L-------""-�--- -'�_ �,7 •� ��i[ •�•��¢,� Ar ,,•� •��*,®4 6'x18' OSD INSTALLE I i As 666P� L_ _ UL ___ Ll _________ _ _1__ _1 _ ____ M v Or / LryA Y!s I R 90M S, JNC. r�r m m auc mou•o.r,ro IrAu (nv}an-ARw iu An-Yw HVAC SHEET — IRC !•i RN M4 M BSL/DRP a IE JAN 03 A 14.4 wove.rrw rrc.vnrum vT.rz nrv•a Y>RRVR.• RANCH BI-LEVEL TL TW Pun �"' ' � CAPE MER vr..•,rz• s TWO FAMILY A-2 ,y�.•i,/ 1RTC0 i0 fEGIRIQ TWO STNRY �"^ i^' yr PN R vF.Ta amF 3 yr sTwmwn PVE Rnnv awE STEEL cnuw .s•m w �4 r nu ¢re q,•J r•`7 ry, ">�A core.cwE EW..1RM PERF.m.m r• COGVryDl.Rl.K PEOAR m K R[G➢ rQ Y®NpvL lvIDl rtI• {A' Lt( COIF.0C FWTER L. j r•fR.VCL 6 M6.V1 w m✓ 2r• 50.MrzRS Fm MI(SMI R, WING SECTION FOR EXT. WALL INT. COL INT. PIER SPLIT LEVELS T's AND L's J c•ur�`�`ic n �+ TYPICAL FOOTING DETAIL C s" � @ %k L �N N � 1/2' THICK tl/4LAG 6'x6' COLUMN TOP PLATE 1/2' DIA. —i HOLE FOR 1/2' --SCREW DIA, LAG SCREW TOP VIEW FRONT VIEW ,mEn PUTE Em R PW NOTES- 1. B' CONCRETE BLOCK PILASTER READ. WITH 10-0' MAX. IF BACKFILL EXCEEDS 5'-0' ABOVE FINISHED CONDITIONS TYPES OF SILL ANCHORS AND LOCAL REQUIREMENTS. 2. CRAWL SPACE FOUNDATION REQUIRES AT MIN, AN 18'.24' ACCESS OPENING FOR VENTILATION 1/3 OF 1% OF FLOOR RN�m urvrzR m AREA PROVIDED BY CROSS VENTS MADE INSECT 6 RODENT PROOF WITH SCREEN OR LOUVERS. MIN. CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 1B' , !f2SD qLl �� 3. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION �{`• •• A� 40 AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE WA FAI1L 774.gry>10N ✓�10 10 4. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF BI-LEVEL UNITS, VENTS MAY NOT BE REQUIRED. CHECK LOCAL i REQUIREMENTS. 5. PERIMETER RAIL ATTACHED TO SILL r/16d. NAILS 6' O.C. 6. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER). ssR rxemvuu rm Pu. 7. APEX HOMES, INC. WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX. • RANCH SPANS SHOWN ON LOLLY COLUMN SPACING TABLE. • B. LOCATION OF WASHER, DRYER, WATER HEATER, 6 FURNACE IN BASEMENT TO BE INSTALLED PER STATE 6 LOCAL • > BI-CA EEL -----------'�_____ _________; i CODES (OWNER/BUILDER RESPONSIBILITY) �•y !Q- � TWO FAMILY iQ n i� 9, ANCHOR BOLTS SHALL HE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS �, �1N� •• ••J•Q_,� •^a PRm o<r 1D. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION.IF 3/4' FOAM TWO STORY ii � � 11. ON-SITE INSUPER LATION INOFLOORSIS IES OR OONAFOIUNDATIONN IS USED, INCREASE THE FWALLSTAS REQUIRED IN TTOABE BUILDERYRESPONSIBILITY NAND TO •�/� w�!!�, 2 �5 j u L � � a BOJ 5 BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES t � 12. ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE FLOOR JOISTS IS BUILDER/DEALER RESPONSIBILITY T' T"' AND IS TO BE DONE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES DETAILS ARE SUGGESTIVE ONLY, 13. BASEMENT COLUMNS SHALL BE PLACED UNDER ALL SPANS )5' FOR LOAD TRANSFERS i 14. SMOKE DETECTOR TO BE LOCATED AT BOTTOM OF STAIRS. SMOKE DETECTORS IN BASEMENT SHALL BE RESPONSIBILITY / APEX } i OF BUILDER TO PROVIDE AND INSTALL (COIL VIRE BY FACTORY) I oAffS' IML. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF o=m Ar w�.>muu•owc r� i>Ru z_____ 15. FOUNDATION DRAWINGS ARC RECOMMENDED ONLY, ACTUAL FOUNDATION DRAWING MUST BE REVIEWED AND APPROVED !ml�>—+•U m Ro+vR sa rorz n BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. 16. FIRE SEPARATION WALLS IN DUPLEXES SHALL HE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER) TYPICAL FOUNDATIONS - IRC n BSL/DRP 5 SEPT 03 cr, vvc M A 15 wwo ry,K Ic.,ro.nArz sTu•v cnwvu• SEE INDIVILOAL ROOK PLAN SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDOAL FLOOR PLN! I ----------------- ________________ 1 1 ____________ ______ 1 _______ _t __________ -s � Z_r� 1 I 1 , 1 1� 3 BOX UNIT ; ; I . 1 1 j I TWO FAMILY a I LolLol 7-, L 1 J of �❑ y ' L r i L _ I � Lo, SEE NOTES SEE NOTES J SEC NOTES L SE TES E NOSEE NOTES i ' � I i i o 1 , , J S 4j NOT J SEE NOTES SEC NpTES1 1 J 'SEE NDTES SEE NOTES SEE NpTESiPl 1 j 1 1 1 1 1 N 1 o l J o 1 L___________ SEE NOTES i �-t-_____--__-� SEE NOTES SEE NOTES SEE IL1iEi SEE NDTES I _____ 1 _J 1 I 1 I 1 j I I I I 1 ' I 1 I I I 1 _r v __________ ___________ 1 v t SEE INDIVIDUAL FL" PLN! r-----------z-r'----------- L 1 I I I y 1 1 I I I , 1 W I j 11 y^/\ SI _J L________________ -, �' , r -z_ _______________ O I r -1-r -- , P• NOTES, ,♦� ` • P 0A ALt 1 L SEE CALCUALTIONS MANUAL SECTIONS #4 THROUGH #15 � �((• K 7do 'FLOOR CENTER GIRDER' FOR MAXIMUM BASEMENT SUPPORT a• .(7 >+ SPACING BASED ON GROUND SNOW LOAD, ROOF PITCH, • •-� • ` w 1J 1 MODULE WIDTHS AND TYPE OF STRUCTURE. y 1 Lol Loi Loi LQi r . `-J 4 2. SEE INDIVIDUAL FLOORPLANS FOR ANY ADDITIONALqp SEE NOTES SEE NOTES Loi J SEE NOTES L J SEE NOTES SCE NDTES COLUMNS REQUIRED TO SUPPORT CONCENTRATED LOADS • K"' N FROM ABDVE. AS INDICATED BY AN ASTERISK (•), �j • ���ny��®♦ I , 1�Cl. „ „ moll L------------- --r-t- �� 2 2005 - -- ------ ___________" -- ------------ PIRI/[ffpy SEE INDIVIWAL iLpDR PLN, Fl- f/O n/PvlN MBS INC. w over m F.�Rusva,r• burr !•nJ An-uu i�r u>-Na TYPICAL FOUNDATIONS - IRC n' aTu lei+ we w BSL/DRP 18 JAN 0] A 1 6 aUDTRVEDA TOP THIS NEW.u+STATE STANK w mwm•L' SEE DLO A3C,DETAIL x NUTF COILING HEIGHTS AND C rTCB UEHC TO AsALLCI ENFQl Sl RAFTER n r USE ixxlE.0.. MJRL L Nfl ¢n L INOO1 11C EA-SHTv d S MET•.n IL P - _ q FUR&OLD PERIMETERvx•wN LMl J/Y •.rym xs i•L ulld B •ciurta 2OR j OR UK�A IX 11/e P 4 <' CLO xl I C' A..Nl A]5 1.11. 91 L DEN l.t x1 2 X.B1 S/ NK •AE DWS i rL�ER E91.SELAHDN d-1111 'Pl EM 1 I'll 1/Y NL P Ir MTSCK NI VA 11 SUCH AT ��IxSLL•lid d-SITE ev NV Isa P B' " pViinxxl INSTKU TION By TUD CP Sa A 141 AS MUT UNDULATED A RV d IP IA f y, e•S[xCN WALL I LI A P 0 B FINIS. A x - _____ a0 TBEATEn PILL rt•TE VY Ms drtM1EN SELT /Ix epMATICH V•L11 ea e e 1 I-ASCULLE _ 11 L IN H.ITT R ANDIUM TU 'Ok AATLwt 9R R1 APTI.D.10 /e TYR. IN LINE SPLIT LEVEL CROSS SECTION A$ ¢r6 VIALn6H IIP BP B I/. l l c I-PAH11 CAP 11�ICTTLDNU A.W CLATY.Ors . CAN11.1 S D SEE DARK ASO RETAIL N TYP, TWO STORY CROSS SECTION NOTES 1. ALL DETAILS FTG FOR 3,000 PSF MIN SOIL PRO PRESSURE 2. GAL V. METAL STRAP CONNECTIONS SHOWN ON DRAWING A22 3. RDDR INSULATION WILL BE SHIPPED LODSE FOR ON-SITE INSTALLATION \\\ iz 4. IF ALL IINSULATION°MUSTEHAVEAA10VAPOR BARRIER TOWARDS HEATING SIDE _ pP\` rr NEIN 5. IF UNITS TO BE ERECTED IN A GROUND SNUV ZONE OF 30 PSF OR LESS, ROOF TRUSSES MAY BE ` fLOORBUT Re rlMETERI�M.TIONLL Iwsu�ly �� P'A..... , SPACED AT 24' O.C. ^ mRI .E Q�QA�AA ;{ 30HO�•9�I! 6. ]/l6' OSB. EXPOSURE AL SPAN RATING 24/16 MAY BE USED ONLY WITH F Ed INSULATION EMLSTTE ev eUILRA W S/1, TING ROOF STRUCi URE B ]6' O.C. CHlo HAT a STALLATIDN ry xA.Lr•c1UPw AN y ]. ANY AD01 TIONAL SHAKE DETECTORS IN BASEMENT MUST BE INSTALLED PER STATE/LOCAL CODES v u ONE DAT IxsuArtB ALL SMOKE DETECTORS SHALL BE INTERCDNNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF amm O 8 ANY UPT. EXTERIOR SHEATHING MUST COMPLY WITH CURRENT CODES _ \ 9. ALL OPENINGS IN BASEMENT MASDNARY WALLS SHALL HAVE A PRECAST LINTEL TOP ON-SITE 'LAID SELL COV I Yxv' wo A All ID FOR GRADE 6 SPECIES OF INTERIOR AND EXTERIOR BEARING STUDS, SEE CALCUL Ai]ONS MANUAL Lv TERMITE Sx ELD ucxvx¢mEN.Ix FOUNDATION RLL A 2 ❑. TEMP GRAOY 2%4 DEAONEN INSTALLED AT 49' O.C. IN ALL MANHOOD WALL OPENINGS GREATER THAN 4'-1- DOE v/i Iz'w T111 DixnR B/A'w wmN Z m AA LIFTINGSTRENGTH 12. THE SWING OF A DOOR OPENING ON A STAIRWAY SHALL N07 OVERLAP TOP STEP. AAA ,Q rIy Tr`\ 13 INTERIOR FINISH CLASS C OR BETTER FAISH R DIST Pn DAL UR111M TO A . +ioN KAREA) Fs,Exwc m i/ OP . ...... . l4. ECEPT WHERE SINGLE MEMBERS ARE ADEQUATE FOR THE LOAD, JOISTS SUPPORTING ONE STORY STK A LK 4 �I __A �S A\ NONBEARING 10d ( PARTITIONS WHICH ARE PARALLEL TO THE JOISTS ARE TO BE DOUBLED OW NAILED TOGETHER AR4�4 .1EP o r 'IfiL \\\0 3 2 005 WITH (OR EQUAL) NAILS AT 32' PDECAR DOUBLE JOISTS WHICH ARE SPACED TO ALLOY FOR PLUMBING ETC. ARE TO BE BLOCKED AT 32' MAX. 15. ROOFS DESIGNED AT 40/45, 60/65 OR 90/85 PST LIVE LOAD AS PER LOCATION UP HUME v A LAM xws tl C. ALAN R/ REFER TO THE RESIDENTIAL CODE OF NEW YORK STATE FIGURE R301,2(5) ¢a¢RIR NKzx 16, STAIR HANDRAILS TO BE34' ABOVE EDGE OF NOSING 17. STAIR GUARDS TO BE INSTALLED ON EACH SIDE OF STAIRS <ON-SITE BY BUILDER) GUARDS TO BE EITHER SOLID HALL OR OPEN WITH INTERMEDIATE RAILS OR HALLUS TEAS PER STATE/LOCAL CODES MY RPrERATEv PRAN TILE GRVETTIHLER DA ER v 1a :e. STAIRS CONFIGURATION TO BE MAXIMUM RISER HEIGHT OF 8 1/4• AND A MINIMUM TREAD DEPTH p 9 STK To N a•xm r wevci e[n p4'�rnow ]9. STAIR RISER - THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOTALL EXCEED THE THE IMO ll YH COH.rD /ifol Pzy BY MORE THAN 3/8'. THE GREATEST TREAD DEPTH WITHIN ANY RIGHT OF STAIR SHALL NOT EXCEED THE a am cdnwlNP smL nTR• SMALLEST BT MORE THAN 3/B' EoxE.ETE FwTIx¢ NPUA,IdI orSI1M.T HOMES INC 20. EXIT STAIRS IN A TWO FAMILY WELLING SHALL BE ENCLOSED BY A :-HOUR FIRE RATED ASSEMBLY x d OPTIONAL I neLLnnw BST vs an asA'. 'IDDArevxc, v4 ne4s D BT MARNUT.Il AER ('TO) P /II!!1-DS 90 21, SEE GRAVING A44 AND A45 FOR INSULATION REQUIREMENTS 22. STAIRS 3 RISERS DR MORE SHALL BE PROTECTED BY A HANDRAIL ON ONE SIDE MINIMUM ALSO OPEN SIDES TYPICAL CROSS SECTIONS - IRC OF STAIRS OR LANDINGS IS' OR MORE ABOVE ADJACENT FLOOR 6 AT WINDOW(S) ON STAIRS OR LANDING SHALL TYP. SPLIT LEVEL CROSS SECTION HAVE A RAILING WITH CLARE(S) BELOW RAILING THOU WHICH A 4' SPHERE CAN NOTAaE IE A 1 p 23. VIDTH BETWEEN HANDRAILS OR HANDRAIL L WALL 32' MIN. 6 1 1/2' MIN CLEARANCE HANDRAIL TO WALL BSL/DRP 31 DEC 03 x H 1 8 RIDGE VENT 'PACE ACI[ FOR TN[Icv rTb. STATC STAMP W AAPRRVK• SEE DETAIL C-1 If/Y'APA M1ID S1 SiWYI-R0t m" 1['DL CDI IMp,p TO.IDiii pGTILLID O C TO..Ts K UMN IM111L uw CIO NVLS p OR El }IY ML fKT LU) pi C4 CMI IEIICR YYA A[r1MLT OR(IICRpAG 1.1 1M FRT \ N•.y 9 A vrwa = n II W M rAn OCL ce AD rAsT M SEE DETAIL C-2 II u EO NAa m rasa 7Al t'pL AT 6' 6C fMf)StC wG W SLp INILLATON 161A11O1 U6T. III RCPl161ENii YfVml SINYIG SOI AY AA[Z II sMR Pru o•[AM1nAO PACE H VAAMS B SEE DETAIL C-3 A vt cr,[0.m v u I ��rr ta'-rn iu ITfSIO n Sun ra izrb'n v-r oa Im rm•Rn MK z-M P u K/JC➢Wd SlA1Ps B� oavm STAIRWELL FRAMING g Wm Vf1M M 1 j NO 1 1 I 1 P•PitI01 YY �� SA1fAK M/CUL YCV6 I �1 1 SuaKl K Im+OM SOt wRi 1 1 ]� RmLArlm n vaml t27'9 VILO FN ACOIDtC10lIS I 1 ra ar-e'n>n SEE DETAIL C-4 I 1 1 qe OI'�• vlrcl 19/]3 MA RATED SIIA 1 1 O]1101 TGW 1 N VOC - Ix' 11L. EMP 1 r An miab O WhFB 1 Y-11•tN:r M .�-T A J0 q 10 FISTS AS SMvN Y-b p6LLAi01 V/VMm YIRRIEY T;:;; -ATT PA gi.Wiolrs is cu� c gw�i Ms SEE DETAIL C-5 �. aAis r I WOA rvesN ra v m u'-w' v1I[us[a-CER srr u AIR •v TO Ir-r vmE vsE a-z.IR STP u FLOW Ir-f0'1P TO u'-r vnC IISC 2-L12 Pru a u•nc 2-2" sPfu .IDsrs —CA 1 vrw LN'LVL R N•RG UB FASTCIEII TDfi WR 12/12 CAPE ROOF SYSTEM N/ w) T IIA6 M AT f• OL rNl STAG WD V/ SECTION B-B Roomc[s scT e9uzs TA Smzs m asllarNL®[v IEP TTIK CT.0 [VA CSFM.MA[N IIml6 V®CO6Tptilm filbC IAlC lY. - 7-p---T- --==j=== fi=- yr I dT V/VALE u OO FAST ORfl OR li II IiI AT W'TIG IIpT YmD EOYL I E.Ew.0OK)1=SO l u p ul N/3 KMCB III �I p Iq r✓nm m FAST m m 1UllllllligN zrx as aMl Asn IV I'I III [ SIS OF RIIbJOST \`\\ Of E St OP y ;30 'r's NOTES lJytr ,I q 1. DESIGN FLOOR LV. LD. IS 30 PSF (BEDROOMS ONLY) _ II 2. ERECTION SEQUENCE OF ROOF SYSTEMS IS AS FOLLOWS A. NODULES ARE SET ACCORDING TO THE STANDARD SET-UP ii ssAe n Rant RArius e-v"•Y W PROCEDURES BEFORE ERECTION OF CAPE ROOF ii a.CE C C I SII[Q Smp1n B. RAISE 2X6 RAFTER PANELS AND INSERT KNEE WALLS C. MAKE ALL CONNECTIONS PER DETAILS C3 AND C4 �i�f(�'••„ 0 {7 •.+ JA, D. INSTALL COLLAR TIES TEMPORARILY AT 8'-0' SMI FD "••• ••••• �' ��` E. ROTATE 2X4 RAFTER PANELS FROM FOLDED POSITION /iAJ ROFE ii UNTIL THEY MEET AT PEAK PANELS MUST BE TEMPORARYILY JJ H\d\ ,I - --- --- - II SUPPORTED UNTIL ALL CONNECTIONS HAVE BEEN MADE PER II DETAIL C2 1 I�EB 0 3 2005 F. MAKE MATING LINE CONNECTIONS PER DETAIL C3 lil II II n ;I .. INSTALL REMAINING COLLAR TIES AND FASTEN PER DETAIL C2 3. ATTIC SPACE INSULATION AND HEATING IS BY BUILDER / tv Arr Ar 4, ML = MICRO LAM. DORMER DETAILS 5. ALL FRAMING TO BE, 16. O.C. © X�'a' ON AfAS, IC. 6, WHEN USED AS ATTIC AREA FOR 2-STORY, CLG HEIGHT IS en m m ssu.sTIARL[eRAR PA new REDUCED TO 7'-D' (STORAGE ONLY) ne -sea Iu sn-ues CAPE ROOF SYSTEM — IRC A F BSL/DRP MT15 JAN OS p /{2 •CHY aSO1V6 FIR THE N V YOtl( .'An STN OF IIP 1' AIR 1 % 26 STEEL RIDGE / STRAP RM AT 4R'' (ON FLOW OC. (W-SITE) � 3 - 6a NAILS EACH STRAP (�FSITE) 2- 16d DW FAST 60), UR EOUN_ (MILS EACH RKTCR 2-16d NAILS ` IUa MAIL& AT S' GE. STAGGERED (O S TE) TOE-NAILED EACH SIDE ' VENTILATION REQUIRED AS OF RAFTER 1 SHOWN ON DETAIL C-4 11/2'x10'x26 GA, GALV. 1. BETWEEN F MING FOR INSTALLED MTL STRAPS E 48' O.C. HETVEEN FRAMING FOR A MIN. 1' AIR SPACE 4/4-16 GA. STAPLES IF ALTERNATE 1%4 EACH END STEEL TIE AT STzw iDirSITE) OF 2x10 FCR. JOISTS 9 - Btl )MILS EACH RIDGE TIE (b SITE) N 2- 16a, DUD FAST 60), OR EQUAL MAILS EACH RAFTER PLYVOOD EDGE FASTENING AT 6' C.C. PEAK CONNECTION DETAIL C-16a DUO FAST OpOL MAIL& OR EOU L 2 12 PERIMETERSIDd MAn nT e• Gc.(ON-SITE) 2- OW, DUO FAST OPLL OR EQUAL MAILS EACH RAFTER SEE TWO STORY loa NAILS AT 6• nL2x6 CLG. JOISTS INTER-MODULE 293# ASPH T OR FIBERGLASS (CLASS C) SINGLES CONNECTIONS •�`% OVER I3# FELT PAPER FOR MORE DETAILS _ u )/16. 0.t B. E%PoSURE U, SPAN RASING 24/16 #`A MAY pE USED @LY VITH SUPPORTING ROOF STRUCTURE p 16' OL2X6/2X4 RAFTER CONNECTION FASTENING - 10-)n6• GA % 1 9/4• STAPLES DETAIL C-2 10- r x .113 MAILS (6m OR EQUAL 24' D.L. PER DRGUSSET AFTER 3 PLY-EYP 1 ❑PTI❑NAL 4 B❑X CAPE 1/2' SEPERATION MINI" NNECTION GUSSET PLATE CONNECTION —3 DETAIL C-4 6tl GALV. NAILS 6CA SIDE STAGGERED ETECO TY-DOWN SENIOR R EQUAL EACH RAFTER vrpa 1/2' PLYW➢ GUSSET et AND JOIST STAGGERED SIDES p11111I11/RI� ONLY ONE ANCHOR REQUIRED EA, SIDE APA TRO. FOR 24W MODELS SHT'G 32/16 EXP 1 `�� `��c ��,,,,•,,,4 JA ,�i % _� �oQV SOHry'•eOfl'�' W� s 'r 1 /exIfi CA STAPLES 11EACH SIX STAGGERED AIR 'A'/FIAA�O E IS1�a`xA`V` MAILMAILS ( l6• I FLOW SEB 0 3 2005 NAIL TD ILS (ON-SITE) NOTE- IN ADDITION TO STAPLES EACH GUSSET TO BE GLUED TO JOIST ©/ riPBX /YAAp%% : fJOR INC. . Am REFERENCESA SECTION RB03.2.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE 2' MIN. AIR SPACE REQUIRED FOR VENTILATION HO Dpm A.Hp,9®e(p ru PRR 11 AnU,1..BY WAY OF AN INSULATION RETAINER INSTALLED !n#J-ur-BAu -vw EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE R24 BETWEEN RAFTERS (EVERY OTHER RAFTER) CAPE ROOF SYSTEM ♦'T m BSL/ORP przlp JAN 03 N 'A22 'SPACE RESERVED FDR THE NEV YQ STATE STAWA if APPROVAL' FOLDING ROBE SECTION (EACH SIDE) 2x6 TO UPPER RAFTER CONNECTION RIDGE BOARD TO RIDGE BOARD CONNECTION (2> DUO FAST 607 NAILS OR EQUAL IDd NAILS DR EQUAL AT 21' D.C. (ON-SITE) 2x1 TO UPPER RAFTER CONNECTION OPT. DROP IN ROOF CAP (q DUO PAST 607 NAILS OR EQUAL SEE DWG. B.1 DETAIL 'E' \ 2x6 TO LOVER RAFTER CONNECTION (2) DUO FAST 607 NAILS OR EQUAL ---------- 1.3 (CONT) TO RAFTER CONNECTION (D DUO FAST 607 NAILSS OR DR EQUAL 2.4 TO 2.6 CONNECTION KNEEVALL TO RAFTER CONN (TOP L BOTTOM) 12 2-10d NAILS OR EQUAL 1 1/2' x 10' 26 GA. STL STRAP V/ (3) 10d NAILS AT 16' O.C. (ON-SITE) OR EQUAL EACH END (ON-SITE) 3 THRU 12 2x2 LEDGER TO 2x6 CONN DUO FAST 607 AT 9' O.C. SpQ LZ 1/2' DIA. BOLT V/ WASHER 2*6 2x1 SPF STUD AT 8'-0' O.C. (ON-SITE) KNEEVALL— SEE INDIVIDUAL RAFTER PLAN (CALCS MANUAL) !/2' DI0. BOLT R 3 INSULATION 2x1 TOP L BOTTOM PLATE TO KNEEVALL GUSSET TO RAFTER CONNECTION (6) 6d OPT. 16/32 STORD-IiLDOR CONNECTION (2) BUD FAST 607 NAILS OR EQUAL GALV NAILS EA. SIDE STAGGERED OR EQUAL (ON SITE) --__ ```� 2x6 (CONT) TO JOIST CONNECTION L--- --'' --- --- (3) DUO FAST 607 NAILS OR EQUAL 2%B CEILING BEAM TO JOIST CONNECTION 2x2 MICROLAM LEDGER TO JOIST CONNECTION GUSSET TO J31ST CONNECTION EA. SIDE 3-DUO FAST 607 NAILS OR EQUAL DUO FAST 607 NAILS OR EQUAL AT 6' OC. (11) 1 I/2' x 16 GUAGE STAPLES B'-D' MIN. I5'-9' MAX. 8'-0' MIN. 15'-9' MAX. OR EQUAL (STAGGERED) 16'-0' MIN. 31'-6' MAX. ATTIC STORAGE RAFTER SYSTEM a• REFERENCES, SECTION R803.2.2 TABLE 503.2.1 (I) RESIDENTIAL CODE OF NEV YORK STATE EVA E30-99, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE 021 xa 7/16' OSB, EXPOSURE SPAN RATING 24/16 MAY BE USED ONLY WITH SUPPORTING ROOF STRUCTURE B 16' D.C. I MULTI-MEMBER MICROLAM RIDGE HOARD TO RIDGE BOARD CONNECTION t— INSIDE L (1) PERIMETER lOd NAILS DR EQUAL AT 21. O.L. (ON-SITE) FU EJ FOR EXTERIOR CLEAR SPANS DBL RAFTER PERIMETER 235N ASPHAULT OR FIBERGLASS 2x6 SPF 82 UP TO 10'-0'—\ SHINGLES OVER 150 FELT OPT, TRANSVERSE CLEAR SPAN KNEEVALL 2x1 STUDS E 16' D.C. 12 —,3 THRU 12 2x1 SPF STUD AT DHL 2x6 CONT, 10 RAFTER CONN 16' D.C. ENDVALLS (3) DUO FAST 607 NAILS OR EQUAL 1/2' DIA BOLT GUSSET TO RAFTER CONNECTION (6) 6d GALV NAILS EA. SIDE STAGGERED OR EQUAL (ON SITE) 1/2' PLYWOOD GUSSET EACH SIDE p\1111111111///l/,� APA RATED SHEATHING 16/32 EXPA �\\OF NEW yby MIN. (3) MEMBER 2x6 (CONT) TO JOIST CONNECTION \� ` rrrr,.rry , HICROLAM UNDER KNEEVALL R-30 INSULATION (IT> DUO FAST 607 NAILS OR EQUAL hQ'�j+y JO Hp q%O�'��ii GUSSET TO JOIST CONNECTION EA. SIDE (11) 1 1/2' x 16 GA. STPLS OR EQUAL STAGGRA DBL 2XB (CONT> TO JOIST CONNECT (3) DUD FAST 607 NAILS OR EQUAL ;L �2 To THPr I O 07911 r•'v`�C S51 N,���`� TRANSVERSE ROOF SYS. NOTES '/'11111F1 0 3 2005 1. ALL FRAMING TO BE 16' O.C. 2. ATTIC AREA DESIGN FLOOR LIVE e • • • • e • • • e e e e • • • • e LOAD IS 30 PSF (BEDROOMS ONLY) __i___a___A___i__i___a___i___A__1___•___J___1___L___A___i__A___a___a___i__ 3. ERECTION SEQUENCE OF RUDE SYSTEM) _______________________________________ I I A. MODULES ARE SET ACCORDING TO I I ./Zpw'- 60'-C' MAX, I STANDARD SET UP PROCEDURES ( B'-0' MIN. 15'-9' MAX. HOd/6. ' /NC. BEFORE ERECTION OF RFTR. SYSTEM TRANSVERSE ROOF RAFTER SYSTEM - SIDEWALL DETAIL B. RAISE RAFTER L INSERT KNEEVALL a-Svr� ' C. MAKE GUSSET NANDTRIDGENBOARDNS AT TRANSVERSE R OO F - E NDWAL L ROOF SYSTEMS - IRC e c DRP In, JAN 0! rtv. vxc w e[o x KEERENCFL SECTIO' RB3322 TAYLE 5P A.l U) RLSIlYMUL DUCE R NEW YORK STATE E MOD L S, 2 6IIfrT9 f0 TE MSL COY[it{TL RMI IF..NRIN• EVA E30-9B. KA ENGINEERED WOOD CONSTRILT161 GUI➢C TABLE .21 I 1[IGLCS x ]/1{'UDB, EXPOSURE X1, SPAN M1➢1G 21/16 ®p MY BE USED `MlY WITH SUPPW]IIG RfBY I L30Q STRUCTURE ! 16' DC. SEC INDIVIDUAL. ELpO1PV.N5 I. ACTUAL GSL 1 u ]/16' Os 1, EXPOSURE 11, SPAN RATING N/16 REFER TO CKCS MNANL FOA RAFUR SUE AND SPACING I MAY AD USED ONLY WITH SUPPORTING ROBB STRUCTURE f I6. OS. 2331 ASP.SIYN?SS DK)IN FELT SEF DA ANT ElFOR ACTUAL GSL. j RITCR TO i0 CILWIUK FO[S mR RAFTER SIZE AND SPKING O ASPMIId .SEi DVO I OVCA 1.fdi / S ANDS WALL aF � 1'AIR SIAQ I 1' AIR SPACE yl xNFE2 W,X3 GR SK VrV.SICE pI 1 SIN LOES .1Ve DIT VENTILATION VENIATIOI 1 BOTH SIICSS O AFM AT IS.0 N•A, UMI.EYL L _ FLLy11L - �� VY GA ID D.. SK.2 AT 16' M 21' OC. Vl GIT ID p16 CONT.2Y{ ➢t EII 1D Mi[ Ur GYP BD. d1 TOP PLATE y.may.ANS, AR RP./ V2' GYP BD. aI. i..Y'OG OR GI SRmi YYI W PLATEC .- 'I..IR'OR 21.OL N•DL Kld, AL SSYTIT _ YM1 STUDS DBL LI TO MAIC zx1 sTwS ! 1c• pc, ce 27 VIDE 5/12 RAFTER 2Y6 STUDS ! 16' OR N• pL 16' DC, 1/FFIF TO HE MiPJICEO emF VDNTI Uro A� 24 VIDE 5/12 RAFTER DROP-1N RIDGE SECTI SEE INDIVIDUAL. FLRRPLANS FOR ACTION- GSA- DROP-IN SL DROP-IN REFER TO LLLCS MANUAL FOR RAFIM SIZE AND aH PACING RIDGE SECTI , SHINGLES i .. 716. OSB, E.POSURC BL SPAN RATING N16 SEE PAGE tA26 FOR INFORMATION ELT PAPERI 2.6 2.4 MnY RE USED ONY WITH itPPM11NG ROT W pMap-IN RIDGE SECTIONS STRUCTURE P 16' OL u ]/1{'OSI,EYPOSLIE p, SPAN RATING 21/12x2 IMC BE USED ONLY WITH SUPPORTING ROOF SEE INDIVIAIY ElIIRKM3 FOR KOOK GS.L 2x6 2M1 STRI[iWC ! 1{• OX. i REFER TO CROFT MANNL FOR RMCR SIS AND SPACING 2x2 1' AIR SPACE PROVIDED2x1 SPP STUD Q' RED-D. FOR MASS) KNEEVALL 235Y All. SHINGLES 09 OVER 151 FELT PAPER 1/2' BOLT V/WASHERS2x8 SPFB2 CENTER 2x1 SPP STUD ON BOTH SIDES KNEEVALL BAFFLD FM SEE CALLS. 1' AIR SPACE PROVIDED 1/2' PLYWOOD OVERGOt ADO]TIWAL Q'*DAL. ' CENTER BEAM GUSSET PLATE FOR RATION SIZES AND SPECIES13'-9' VIDE. 2xB SPFX2 1/2' 15'-9' VIDE, 2x12 SPPl2 2x6 FASCIA 2x16. OR 21. OC. ON SEE CALLS. MANUAL. FOR HOARD 'BAFFLE INSTALLED ADDITIONAL SIZES AND 1/2' PLYLIMBER SPECIES DBL, TOP MATE DHL 2x1 GUSSET OVER INSILATiUN / TOP PLATE FOR RUDE VENTILATION. VENTED/ 2x4 M 2.6 EXT. WALL STUDS SOFFIT T P GOR. BRA. 2x6 FASCIAxB SYP R f 16' OR 21. O.C. FOR UNITS UP i0 13'-9' VIDE TCP. FOR VALLB BOARD AND CEILINGS TOP PLATE RUR UNITS OVER 13'-9' VIDE ➢HL. 2.4 CEILINPEX 9IB 16TOOBE TOP PLATE ]0' `\\ ofNE'.l7YVENTEDR 2x6 \\ 0 ,,,, W SOFFIT EXT. WALL STUDS 1 1/2'x9 1/1' LVL. P 21' DC' TCP. FOR BALLS �`\Q�i•'� JOH%y�'•.�A9�5A AND CEILINGS = � 9' 'r/�.:IF 10• 13'-9' IM TO 15'-9' C'7 TYP 5/12 RAFTFR I AYnQI FOR UNITS GYrR 11-10' AND UP TIT 15'-9' IN WTDJb WINGED GABLE DETAIL %n •' ' W 079 SKYLIGHT FRAMING DETAILS MWPi/ p'40' • •',O��P P\\`\ Y-SKI RPD ST. NOTES FI//II/Iq ES 1. TSL\\\ SKYLIGHTS CURB TO RB MMTED TO HAVE APPROVED IMPACT ]EST ..I 6oT !WDL 2. SKYLIGHTS O STATIDNLRY SEEM Of HINGE ROOF S TO BE FACTORY INSTALLED rP. ID 3. SKYLIGHTS ON FMDING SIDE OF HINGED 0.mF WILL !L I"I2Y BE FRAMCUT T IN fACTDRY AND SM )IRY PPED LOOSE .lI FDR FIELD IBE SPACED �- 1z yx 00L[Tm¢itS 1. iRUii MST BE SP/LED PER APPROVED TRUSS ➢WGS &OWAS, INC, OI RAfRRS[MN SQE IM ANY l2F RLL".1VCMID DIG PI l>H2 (F>RJ LTF-11.A IIF AA-PLM .. REFERENCEY SECTION R80322 TABLE 5D1.2.1 O)RESIDENTIAL CODE D' NEW YMK STATE ROOF SYSTEMS - IRC EVA E30-96, MA ENGINEERED WOOD CINSTRMUCH GIIICE TABLE Y21 3T -TW A[VM.io BSL/DRP IB JAN 03 A28 vr¢Lew ra,rc Kv rsa n.rz num Lr AnmvK• 11'-10' WIDE 5/12 CATHEDRAL TRUSS is wnrKncis w v-+/vm(me vn r Ar-r vLc ar-°vn ru >Pra rim nn,wi 13'-9' WIDE L 15'-9' WIDE CATHEDRAL 5/12 TRUSS DYN3Si Nq MT AT SS WMLKTA[S w(S. fL.O LLC OriRO (m SKII N0➢CII.¢S EKi M NOTES o-aa rrs ntt mr-srro SEE CALLS. MANUAL FOR ADDITIONAL INFORMATION iir °LT'°�gT COVERING 16'-0' WIDE ROOF SYSTEMS rzLm sQm V3 u M. 1—SIPPmi mIMLL 1i Yl OG slmLna Km LCTAun ry moos 5/12 HINGED PORCH ,WS G34 6 9®YC➢fRIIT Ipd IMSI,i, � J 13'-9' WIDE L 15'-9' WIDE 5/12 TRUSS x-tto-rrn w) x{. Vrax A.i u•W zr H'KTO KT.RSA >srn xntu�K zia FA cu ei.rY.pS.1 ea,.�:z `11111111111111/p// �j NKTEq 9 ' LU 's I I 24 VIDE 5/12 TRUSS A<. m° F.NWCKIA iT.-I �' FE 0 3 005 F.sxa um¢ 00, KUL rtwuu.c u,¢L na,KLcm VALLEY FLASHING DETAIL REFER TO APEX HOMES QUALITY ASSURANCE MANUAL /lBLx— 1 AawAls; INC. FOR INDIVIDUAL STATE SEALED DRAWINGS FOR EACH in os msiu,avmci°oaa,s� n(u �a m S Asq AT'Am PRE-ENGINEERED MANUFACTURED TRUSS USED ATAPEX HOMES mxx rr SIpNGLLS 27 WIDE 5/12 TRUSS ROOF SYSTEMS — IRC BSL/ORP IB JAN OJ � A2U 1 'Y/!Y RESERVER rm M WV YEAR STATE STNY OF Ippppy/t• iX S 13 WINDOW RZ VIDTH 38 3/0' I MH NIYL REVD. 12 SEE SPr 2 SR FLOORPLAN DBL 2:10 SPF12 t FM �LIDNAL DAL 200 SPrl2 WIN' SEE C UATIDS • SEC HDR. Kn rro HDR. RCO'A I 0. 1 1 1 ' c 2'-p' t 1 i& .HIST Ie_ o m HANGERS STISOLID P) I `m 2W0 SPrl2 I� 1 N' 9 1 ' FLR JST. ! 16• DG ii I ) 1l0<KING I ry a 1 1 I , I j I , � � rwADAnw vuL , .D 1 1 I 1 I 1 I Ow pa SECTION 'AA' ��o n DAL aIo s!r!z I Pio m ' rA io I 4 alp SPF42 FLR JST& ! 16' Dt. B B IN N N I FLA. JST.S! 1162 DG k N k 1 SOLID N i la N m LIY:KING m NJDIST J r RS mw p A " A 6'-5 3/4' i Y3 WIDTH T R1. WIDTH 39 5/R' / HI b NIN. NCA. RCO'D. 2�2.6F.s�P . rDwwnuv vuL�' ��IIMIII// m FOR CPnDHAL • m Q WINDOW LAYOUTS ' �' m ' �¢ \.� of NEW SEL CALc.TIONS F6MDATIW VALL 1 i pHL 2a1p SPFl2 \\\ll�•,,W'•••ti /// p FOR HDR. RED'D. j 'r2 m ' M11 m `\ P`;•y dOHgr~�9 /% n 6'-5 3/4' 3'-O' �• �OZ DHL. P.I. SPFY2 DAL talo SPfR 3'-O' 3'-D' _ DETAIL SHOWING BAY AND DETAIL SHOWING BAY AND U ••,�\ r FIREPLACE AREA SUPPORTED FIREPLACE AREA CANTILEVERING BY FOUNDATION BELOW OUT OVER FOUNDATION BELOW 000- FE B 0 3 2Oui EXACT LOCATION VARY PER DRAWINGS SHOWN FOR FRAMING ONLY. FLOOR PLAN DIMENSIONS SHOWN WILL VARY DEPENDING SEE CALCULATION FOR CANTILEVERS ON UNIT WIDTHS AND HAY LAYOUTS, AS WELL f/QA(f's J/}Q; AS LUMBER GRADE AND SPECIES. An US A 5s. ruALSBUAC,,Pi 11. SEE FLOOR PLAN MASTER PAGES FOR MIN. (6roJ ur-nv PAr m-p[Ro 6 MAX. MODULE WIDTHS TYPICAL FRAMING DETAILS — IRC SECTION 'BB' BSL/DRP .m III JAN D wA33 '$P E RESERVED EDR THE NEW YORK STATE SlM W APPROVAL' e-w wnv 14 unGaa coram m lam a Iz con. w _O n mxaw mv.0 vun v EXT. WALL CATHEDRAL TRUSS s DETAIL 'A' b r7�� scotILIv DETAIL 'E' EXT. WALL STD. TRUSS DETAIL 'E' DETAIL 'B' STD. L CATH. ROOF ERG. L MATING LINE DETAILS o « BI—LEVEL OR SPLIT OVERHANG )A ¢ DETAIL 'I' (STUD WALL) u u 9 NOTE, SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES T e , H u « u va Lva.1®n.an Iwm Wml b,vlo�vuv • a n b ISLL a)a _ • • • . .x.11"°",ao„) `, NEW rnipEA i E _ TYP. ONE STORY FLR GIRDER BRG. �.�`�Ar,F.�••"• »� . z DETAIL 'G' `��P•.Qy JOHry •9`i _* `tr 9` x TYP. BASEMENT WALL - I ;_ DETAIL 'crwv R L� t<�•••ti ply T7 •• `� C a /111O Ili 1111 11p\[n 1� C U -OE HO.V6S, INC. BI-LEVEL DR SPLIT OVERHANG CRAWL SPACE FOUNDATION WALL CRAWL SPACE FOUNDATION PIER DETAIL -I- (MASDNARY WALL) (a,ol b,-sAb xv Ab-bM ➢ETAIL 'D' DETAIL 'H' TYPICAL SECTIONS & DETAILS - IRC »� bro ezv. sJR to BSL/DRP IB JAN 03 A34 'SPICE RESERVED FOR THE NEV Y K STATE STAAF Q APPROVAL' m 9. = •1 NOTE- a ST.SEE SHEET 36.1 POR EXPLANATIONS ON NOTES rxtm vA¢9uaw-Ssrc1E.'F mi If'OG O STIED 1 s N4T PC)CIMT[ >dID(YNOG IYStR!Y/•Fl Y Md STANDARD OVERHANG DETAIL mAR v u u n 19 W 0 a m CHIMNEY PENETRATION DETAIL x u N]rL oarAu Sam ot_onlRm m FAS IMS K VOI SSS. FIAH.TT VRX 1 SITES W nwLEs u uca nlc nwr�[rtrD ¢ y S ] BI-LEVEL ENTRY WALL DETAIL 'L' nu n ] talo vnfv � tr MISJ m a ax tmvcl Iz u O STm warm u T 9 O SECOND FLOOR MATING LINE ami-Sn�i�tuum �� 1111tl 1111/// of NEW 1100, y �r la IAS JOHN• o9,'' 4jo% a n = '� % SPLIT LEVEL OFFSET • ' _ '� b it DETAIL 'N' :m°• 7= TYP. GABEL END OVERHANG '� FD'•,,•.U�gTg,;•�•`� �: m .Art DETAIL 'M' m RIElf % p vrwr a FES Gr .aon a:STS rwru T' LASTS r f6l PIII OI ��/PIPX NE..tr 9 BI-LEVEL ENTRY WALL ST""`�" AIX nm TYPICAL SECOND FLOOR h'OAIES, INC. DETAIL 'K' t .r Mw i•.•wi.•-��I..�.� vnrtEo TYPICAL FLOOR FRAMING TYPICAL SECTIONS & DETAILS - IRC TYP VFNTII ATION DETAIL to wTu eve we b BSL/DRP /8 JAN D3 A35 0 r0P THE K" rp ANYI,Y1L.I DETAIL REFERENCE NOTES � m.HATE rr.w DE +11ST�J�flr 1. ALUMINUM RIDGE VENT (OR GABLE END VENTS> 20. 235# ASPHALT OR FIBERGLASS (CLASS C) SHINGLES 2. R-19 INSULATION V/ VAPOR BARRIER TOWARDS OVER #15 FELT HNS ieos ... CONDITIONED SPACE, INSTALLED ON-SITE/ OPT. 21. AD 7/16' OSB, EXPOSURE #I, SPAN RATING 24/16 BY MANUR (SEE DVG A45 AND A45, ADDT'L STATE MAY BE USED ONLY WITH SUPPORTING ROOF Y6 eE"I.LREQUIREMENTS SEE CALCULATIONS MANUAL) STRUCTURE Q 16' O.C. 3. SAME AS NOTE 42 W/ UNHEATED BSMNT ONLY 22- APPROVED METAL JOIST HANGERS OR LEDGER 4. 3' DIA. PIPE COLUMNS (ON-SITE) SEE 23. DOUBLE BAND JOIST SPF#2 TO MATCH SIZE OF nssu FOUNDATION DETAILS FLOOR JOIST 5. 5/8'x4' LAG BOLTS (4 EA. COLUMN) (ON-SITE 24. 2X4 SPF#2 P 16' O.C. (OPT) SEE NOTE 40 BY BUILDER) 25. 4 MEMBER CENTER FLR GIRDER V/SPLICES STAGGERED I:, LU.IA 6. 5/8' BOLTS V/WASHERS AT 46' O.C. (SITE AND LOCATED AT 8' INCREMENTS IN COORDINATION z.' T'S AT 2a'°60' INSTALLED) W/COL OR PIER SPACING a.n°PAST J. 2x2 CONTINUOUS LEDGER (NY-2x2 M.L. LEDGER 26- A 1' AIR SPACE FOR VENTILATION IS REO'D VIA AN mu°TPANIF DR JOIST HANGERS) INSULATION RETAINER INSTALLED BETWEEN TRUSSES I 8. FLR JOISTS E 16' O.C. 2x8 SPF#2 FOR 24 VIDE (EVERY OTHER TRUSS) MODELS, 2x10 SPF#2 FOR 28 VIDE MODELS 27. 2 DR 4 MEMBER SECOND FLR GIRDER W/SPLICES SEE CALCULATIONS MANUAL FOR OTHERS. q' O.C. EXCEPT AS RESTRICTED BY SPAN SCHEDULE STANDARD OVERHANG DETAIL TYPICAL SECOND FLOOR 9_ DOUBLE BAND JOISTS (SPFp2 TO MATCH SIZE 28. (4) 2x12 CLG GIRDERS V/SPLICES STAGGERED m O.C. °[TUL•r [e. OF FLOOR JOISTS W/ SPLICES STAGGERED 4'-0' MIN.> EXCEPT AS RESTRICTED BY SPAN SCHEDULE DETAIL v 10. 4 MEMBER CENTER FLR GIRDER V/SPLICES 29. 5/8' BOLTS 8 8' O.C. (ON-SITE) STAGGERED AND LOCATED AT B' INCREMENTS 30. 2.6 SPF#2 CLG JOISTS AT 16' DC IN COORDINATION V/COL. OR PIER SPACING 31. DBL. 2x12 SPF#2 BAND JOISTS V/SPLICES STAGGERED AD 1, #eL.miSrz (4) 2x8 SYP#2 FOR 24 VIDE MODELS, (4) 2x10 SYP#2 4' MIN. wNTS FOR 28 VIDE MODELS, SEE CALCULATIONS MANUAL 32 CRAWL SPACE FOUNDATION WALL (ON-SITE BY FOR OTHERS. BUILDER) SEE FOUNDATION DETAIL rA_,III 11. 19/32 APA RATED STURD-I-FLOOR, 16' O.C. EXCP.-I 33. BASEMENT FOUNDATION WALL (ON-SITE BY BUILDER) 12. 1/2' GYPSUM BOARD CLASS C INTERIOR FINISH SEE NOTE 32 13. R-13 INSULATION W/VAPOR BARRIER TOWARDS 34. 16'x16' CRAWL SPACE FOUNDATION PIER (ON-SITE rs P CONDITIONED SPACE (OPT) SEE NOTE 42 BY BUILDER) SEE FOUNDATION DETAIL AT.rLpv (SEE DVG 10, ADD'L. STATE REQUIREMENTS) 35. 2 PC. HEADER (SEE APPROPRIATE ROOF GIRDER 14, EXT. SHEATHING SCHEDULE FOR SIZE) "J,° (A) OSB (N.A. RATED SHEATHING) (STD) 36. 2 PCS. 1/2' PLY OR STRUCTVOOD FILLER ALL (B) 5/B' PLYWOOD T-111 (C) 1/2' MAX (OPT) 37. DOUBLE 1/2'x1 1/2' COMPRESSION STRIP TYPICAL FLOOR FRAMING - (D) 3/4• GYPSUM (OPT) 38. WEDGE BLOCKING TYR. VENTILATION DETAIL ED> R-MAX (OPT) 39. DHL. 2x4 SPF STUD AT 16' OC. MARRIAGE WALL 15. EXT. SIDING (STD) 2.3 SPF#2 AT 16' O.C. OR 2x4 SPF STUD (A) 4X4 VINYL (STD) AT 24. O.C. <OPT) (SEE CALL, MANUAL) DBL. TOP (B) 5/8' T-111 (OPT) PLATES (STD) REQ'D IF TRUSSES DO NOT ALLIGN nIENHI L.v[EVEN 11PANAD s 16. R-30 INSULATION V/VAPOR BARRIER TOWARDS q0. W/STUDS SPF STUD GRADE 16' D.L. (SID) <2 q• O.C. OPT) SECOND FLOOR OVERHANG GOND. SPACE (SEE AD➢'L STATE REQUIREMENTS) °[, # ' 17. 1/2'x1 1/2' WOOD COMPRESSION STRIP OVER ALL 41. EAVES FLASHING STRIP OF MINERAL SURFACED na[z,w SnccP INTERIOR WALLS ROLL ROOF TO EXTEND TO A POINT OF 12' MIN. 18. PREFABRICATED WOOD TRUSS P 24' O.C. (STD) (SEE INSIDE THE INTERIOR WALL LINE DING 1 FOR ADD'L SPACING/LOADS 42. 1 1/2'.16'x26 GA. GALVINIZED STEEL STRAPS _FlASTIENA19. 2.4 SPF#2 STUD P 16' O.C. (OPT) (2x4 SPF02 PLACED AT 48' OC. REQ.D PER ROOF/VINO LOADS, SEE CALL MANUAL) z,m x E PBL TOP PLATES (STD) REPO IF TRUSSES DO NOT 13 ALLIGN W/STUDS SEE NOTE 40 11 0021).. REFERENCES, SECTION R8032.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE r.s P EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 iuov as r Rw C)(lllV lJV CSl)V V V V .-16 ST S,MLES S2 [.[u STRIP STAPTES AND, u. 11RESTOR SPATER MERE Cx[x ES Pw o ,'"mu, 31"Ix l RIL 6D MLv v S [anTCS TEED'T,-LOAN'PATTER ROOF/2ND FLOOR INTERSECTION LESS INNATE zcw SAAT.STEEL Um !1 pN11111111111//!/� ML a AT..'pL s I'STRSTARTS' mR 1.„ammLE `l�.�Of NE6y 7yi/a EAEP I'ST � Y •' ago :pP 4s F's TWO STORY FIRST FLOOR y ` •(,7 O TWO STORY END PLR OVERHANG CLG ANCHORAGE TO ERG WALL PAID FLR TO IST FLR CONNECTION :W CHIMNEY PENETRATION DETAIL mEvixE me pr La cIe°wI •¢ ♦'a MvsE+Ru<uc R.Ln ac r 7 V' W .10 'IRA•079179:8A-16 •rV�'�•`� EA MICS 'i F .••• �• `�� IT �;A .TAIL E.ER S,em "4q�//�OlaES 1 ��p X._ �' B 0 3 2005 ER .,'Bx p[CL STPm fµV�RI�EELL S v.P YD I'd NAIL 6 FL!Of 29 9 - .P LCS �v"~ [HCH STPm GCx TPUSS •�T^V•r vw rw ' f)yr S/ F6Ff6(?OM [NET SNR Id, TaaI _ ,.ICES �lILA HOME'S, JNC. SECOND FLOOR HATING LINE ROOF ANCHORAGE TO MATING WALL OPT. TRUSS TO WALL ANCHORAGE TRUSS TO WALL ANCHORAGE STD. EXT. WALL TO FLR ANCHOR TYPICAL SECTIONS & DETAILS - IRC DETAIL 0 W0,r0a xY.SU DVA p DRP A.E ,a JAN o a[u, A36./ •SP/tY I¢SWJ6!ID M IEL 1VM SIAiC STNP Q IPPRPJK' tv<lw� Fp1 p!Y MIY"fQ WOa 6t Of Yl Y'2 flllYL.IDtl[ 4mL 6i6 4 FEW[R K �JY;4RY0 T_ m ba[>Qaxm ane-me m1/R1 vm as m w V1e Ye®1111 VdO 9a.m PfK Yle W 1/V1 VItO M.m RIR 11a®R1 VOO D1i m OIK _ le/le UC1/V1 VPD Ep.m PGR lffiI RIIUKSIY K lLN}11IP f0 bl Y rRr Yano rs m v.ui vuTM>�m1/R1 v®m mR a/u aam R1 vuo m RrK w ort/vl vmmmR T FOR I II OUR FRPMI T D 7n c R/u Rt1/v v®o pW fAx FOR 1st FI pOR ❑F q TVp STORY mull Qc JLU AosK rrn Yle�>/le OIO/V1 V®RL m RK aN 0)®R1 V00 Ol m RIK fn[Oe'1/VY Vllp al.tW OfK Y/1t Yra�/rV T YQO R MO 9IR 7 Si IWOi RID YI IOmI RTOML m�K.0a1.V® m2Y JYaii Mn n Gip TYPICAI CFD INC, FRAMING DPTAILS 4.L SVrOIi SiiLwoG vNit i FOR 5/1? TMRII IM2 I/12RAFTER SYSTEM IIIII/III/ ov�ilm'�iiaul 12-0' TO 13'-9' VIDE * '% m wi fir ' IW79 A 1C - Fys :�2ci z 1-PESI Illa° 11141111 all 1%II Mr► I EB 0 3 2005 UNDER 12-0' VIDE m mDlKeu•a RfP.ffiia /n LrV )L/YIlY 0 RID 1E6K3 ��r!ti it /lR/1[)A� HOMES, tNC. sa yr m aux, .E..aor n nw IWQR[Rd 6 M q�4AYI rmK1V (Ita}I]FwJ lII M-OtK lW0 RfOUL lLy'yl TTG IY EJ TYPICAL FRAMING DETAILS - IRC aa� . avc w TYPICAL F(nnR FRAMING DETATL m BSL/DRP 1B JAN 031;-7- A38 Y DBL 2 Sx14 SK b 7/16 =1 2 6 14 SKL] DSL 2a/,a 11 Q -)A6 US, MIA SPr:3 DR TOP PLATES �CWKSSI[N STRIP T� PLATE TDP PLATCS CONPRESSI[N STRIP 2Y6%l4 SPf1] ......mu nA)[[tuP u wPm+rA• TIP PLATE 7V .g RGg H» „ vl6 on 7/16 Dsl 7116 Dsl EYTERIOi VN.L C%IERDIt VN1 E%ip)ID1 VI11 V2• ➢RYVALL SHCATHINL SIIGTHDL SHCATHDL INT ERIO[ SIZE 2%6TE SPr U t-tT V L SPf 12 KATE RAT VAL il[ V/ 2xcxM VG Y3 2-2YA%W Svr Y2 2-AT A5 SPY V MOB SPY L] - A LAGS PLATE A LALS� i6 V/ 4 LAS TIE V/ PLATE JOTTEl STY] fR rLATAV GS TICS A LAGS lDTi61 PLATE V/ 1 LAGS APEX SERIES APEX SERIES APEX SERIES APEX SERIES SIDEWALL FRAMING ENDWALL FRAMING MARRIAGE WALL FRAMING INTERIOR WALL FRAMING 2x6 STA CLG XEM CLG LEAN SIM PER SPNI SIZE HER SIM PFM( SPM SUE II II1111 1 II II I 1 1 2Y4 SPY $2 .NIX STUDS I 1 1—RYP)-1 I_A., SPr M , K STUDS—I Nn ➢ILTATCD BY SPAN SIS MP) TATED BY SPM SIZE u u C I r SNGL r I 1 !WINDOW! i MULLED OR COMBO 2%A SPF 02 JBY STUDS 11 II —ND. AICTATCD BY SPN1 6m �A-2YA 62 TEMP " 1 IM)_I OPNG 1 VTNDGV$ v11 SHPNG SUPPORTS II I j 11 AD, 6G—II I T'P)-I 1 2%L Sri, LP IBI 5D1 (lYP>� HEADERED ARCHWAY DOOR CLEAR SPAN OPENING ! OPNG APEX SERIES MARRIAGE ,OTE,ALL rRAIDN6 MEMBERS NOT APEX SERIES SIDEWALL NOTE, ALL FRAMING MEMBERS ACT WALL FRAMED OPENINGS WTED ME AS LISTED ABOVE FRAMED OPENINGS WM ARE AS LISTED ABOVE APEX SERIES !q STRAPPING DETAILS H H H H Derr «Ntl :� kz La m RN,A. srn EXT.WALL TO rLR rAEHrn p� d�'�„ .5y b ••„^•• a�rO STORR�riliaTwcWALL LL— •[�� Y„n.[,: `\T161i111161I11/Il APEX SERIES ENDWALL APEX SERIES INTERIOR �� `Pt�G JOMp`e�9yy� WALL FRAMED OPENINGS �T. Rws m vAu AR BK{ ��` '4P A. FRAMED OPENINGS Russ m V u ANE QAGE RI1OF ANEroRAGE TO HATM WALL 6 : = APEX SERIES INT TO INT APEX SERIES INT TO BEA ING toil•• ?? a APEX SERIES ENDVALL TOP PLATE OVERLAPS WALL CONNECTION DETAILS WALL CONNECTION DETAILS EXTERIOR CORNER WALL I SIDEWALL TOP PLATE FOR IE IN �p1--�(p�''� �11�ImIIIIIIAp� '. F •'•., D791'1 Q/ L-I av APums WW—GANG NAIL PRPL3 'AAAO�R�FESSI•NP��I CONNECTION DETAIL TOP PLATE INT TO INT )AlI11lN111111\\ WALL CONNECTION DETAILTOP PLATE INT TO BEARING F B 0 3 2CC5 Y¢ WALL CONNECTION DETAIL J rrN Y. — GANG NAIL PRPI-3 Ll�l=.ALL INT WALL TO INT WALL A-YlaY r IAD1NTCONNECTION DETAIL S NTOP PLATE TO TOP PLATE CONNCIONDETAIL WALLLLBHr➢�m~LYANS BUUAUL MUBUq PA n]u EXT WALL CONNECTION DETAIL (n P)An-Lw PAI ENDVALL an-uro WALL SYSTEMS — IRC FLOOR PLAN VIEW ma-n4x" K Y � %n an IEvR+L Io FLOOR PLAN VIEW RAT Vq TIE FLOOR PLAN VIEW BSL/DRP iB JAN 03 A39 APEX SERIES WALL FASTENING SCHEDULE " FASTENERS ADHESIVES FRAMING NAILS SN607 2500/BX EXT WALLS TO FLOOR ACCUCRYL 700 TUBE SHEATHING TO STUD N 21 BAB IOM/CRTN EXT WALLS TO EXT WALLS ACCUCRYL 700 TUBE DRYWALL NAILS 138 AT BAN .50 LB/CRTN SHEATHING TO STUD CA-40-2912 PARR 5927 #40 BLOCKING STAPLES P15BAB 10000/BX DRYWALL TO STUD (INT) MUR 8225-BH LAG BOLTS 5164HLP 1000/CRTN DRYWALL TO STUD (EXT) DOW VERAMER 350 LB STRAPPING STAPLES P15BAB 1D000/BX TYPICAL APEX SERIES BLOCKING DETAILS NOTE. ALL BLOCKING IS 3/4 X 1 WRAPPING STICKS UNLESS OTHERWISE NOTED CL OF VANITY rY W YU NW d V V R.VZ-. OO XU aJ Z 1LX1 VL \ \ X4 K Z W O Nm WK b0 V \Q J2 Yy p ^J F F V N W Gi � 002 � n0 y N PI p1W W H � 2 vJ W O O NS V N ai I ELECTRICAL BLOCKING WASHER BLOCKING VANITY BLOCKING STD TUB BLOCKING ```,`,`„`oF I,NS �`hP��Py N"'•;�,9 i��' APEX SERIES PROTECTIVE STEEL PLATES JOHya:F wW '* • o �J NyN x i 00 NQ' Nu i R� :• ;•2 � g x� 3%5 20GA. PROTECTIVE 4X14 V2• 20GA. PROTECTIVESTEEL PLATES REDD STEEL ��••'• �.7p T.:• oma SWHERE TUDS RED PIPPLATESES NETRATE V ERE WIRES PENETRATE PLATES 4' OIFS a= AND ARE WITHIN 1 1/2' OF B 0 3 2005 dm EITHER EDGE �Q a� X / lD IYII M STD SHOWER BLOCKING KITCHEN BLOCKING /l p—--_LB's. 'vixYwr M W lf!fYf.YOI{l1014 f1 If PLUMBING PIPES PANEL BOXES AND ELECTRIC DROPS WALL SYSTEMS - IRC 17' ro u va n BSL/DRP ,B JAN w A40 ONE HOUR FIRE ONE HOUR FIRE TWO-ONE HOUR FIRE TWO-ONE HOUR FIRE KiCJVCn O K KY Rx SLAW iTA a w.o 1' SEPARATION WALL SEPARATION WALL SEPARATION WALL SEPARATION WALL DESIGN NUMBER - U340 DESIGN NUMBER - U341 DESIGN NUMBER - (2) VP3510 DESIGN NUMBER - (2) VP8105 STC RATING - 48 STC RATING - 46 STC RATING - (2) 35 STC RATING - (2) 35 SHOWN V/ VERTICAL OFFSET SHOWN V/ VERTICAL OFFSET SHOWN V/ VERTICAL OFFSET PIIT SICI.T. sIG PRY SKATHIK Iq LYPJO R�LLC(MI 1/f M 419J0 R�LC/i1gFY� LY IN LMJO x01 XATICOG �T]OK RTIDVL [PTa (IJLC WCb W6 LVLC PJSCWY WY WCAWi eY{ LO SASY LLL M[Y'[4 e%([N f/3[M x]1T01S i R /ilKS SILW4 pp1{lAt1YM4%RIIS➢\ 0� iTt SOLCmRKK�RPJd6\ S ���fLALnN4 MPJwm\ a6i/11ID xY i111TO1 w L61/ll(D F iW.Kll w D6TI11ID n MIRKA bR STwY[lL Ilio 3/Y nP xa YY la LP m SIY iA Iz Ln.sn �'a's1' yr cro.m '� ' yr GYP.u Ra yr LrP.Ra rra i' eY. sT10S 1r:Y aL W.IL vY LR.m lSII SLLWI KTC➢IL.TLG w tTP.sOLs 1.w vulYL F/ 0 RL v®MKS XV SWIRE.TNCISD, m Ril[L]tics w.nin m u sT1ID r tlG v/s v 1�L1T.wiT. y IQ w�VOfi. S ll] L \TCL W.LLs vYtw vn TM m 41P.[a 1]/r L LHIS' sIWM o ryl/LL R/SS IVAI9O \YVLCa m siVLCs \Wa0 m ilV➢[i V.'a 10 / /yy m,yPlay�,0 Mm 1FARLG Mlct NS IFMLL Mics Ki.K 11SY[10 Lv SSR[VS VOLT.i M412 1A S1 \T]' 1]/r LMa vlLx Uid LY F•q KMLL Mrzx]•Ai. CCICNI QMrzL INas 1 71 IL 1 7 PHI \lCll IMLs VID116 PFKR i1W11Y 4YP iA N CEKNI-[O51111Na1 1]/P L LWD'SIWN I 1]/P L LMIY 51MN.I 10 K L51KLID RP'I.LL1T 1]/Y L S'SIWt E V.'l KALS VY! 1 Klai JnxTi OrvLO'D i.VC Iy6 V.'!K/.L Si.YQA[]JIIMIS N'OG SlIlliAID JIDFft N'aL �KIV LL[(]IMn KNi LPJCKO Kl.M S ilA2Y Id [..01 SID [bl[RC V/mxf [OcpXD W tCKVi.1)/s V SND[LVpILp V/ IIP[ [ M SKAII� M MnIINL 'IDM CD�AM WLL KI.K C➢VLvm V/ M SICAIILIG M f1G110Y 210 SIwR M rtYPI �' [MOM rlm n.ml a stun:v rlo: a sltvs a rm a s]tas P .IRSTs .nlns vrnz'Ln.\e �sTs rxlr cn.[a �sls vrxu'nv.m IFS]S UYG SR nRCS1RPUL F1KSlli'tUG npCt1LR11L P- Til�9 •M' GYPBL \TRffi L11YS \flIIi Lrm➢CS �l l�D[n$ SYY➢L CELLUiL C$lNG CLpyG .ffiT[ .[Viii JDSTi .IDilt urw yr [ur,r urw yr SSl iTwr ac rtm lYPC•x•4nln Trn•x•LnJo suxu urw yr TYPC T 4rPJL 3/Y LYr.iL. ryp TI rn Ur cm.[a <sQ xmis uwo yr crr.sn yr nP.m yr 4O.m g 1✓r nKxri+Ts wTT C u¢uenw av/u CLKSP]GTIDI IYRp1YJ [iML2A Tp STVM yY 41T,Sa 1Y 4R.\n LSCC FDICt I.iwO [t¢WI[[uwp YY 41e iII ftCC IDICi.4V0 111 K SIRILTML SKJ.]10Y om sora urw 4r V[ Fn I[xLn/Q/MTLG vIu A —p 1 yr rnRYiw15 Ktr 1 yr nra¢w[z KTT LCLLATLN As Kea nn ocRwTla RCnL rID i yr rrcwwss un TKtw1 Pe60KWi OLY 1KexK PPFYDdulf2 Olr LmSJTL]I I.[KLa M TKRIVI Pe61AMVlT RLl fLR 9[I.1gW FLR SKATMW M SKI.TMML M SlUlgw oI ISl Slp LR RYn •, Flim .(l FLIII CL® ', j •••}�L_ 0 m5]s .nln5 �s]s JIISTI . PAUL 40 1•AD vlrY 1•RR vlaz r w vNs r'K.i NE®f7 •� � `w WSORY SUIC.NNI lYK•Y LYPpw Tn'x•cRSul rtrrluu nrnrw • _ • � SECTION A-AT. • "4. rwsortr iKEKM vxu — xlsacY sRstKvr vIu w.soer[nKlmr vNl '� • " •-� •' 405 w SNC At I.WS I W SNC K xiP•'C w SYC K.UOJ[ I �\ ttt tt m .,r GYPSUM VA USED WITH WALL DESIGN NUMBER 0340 ©Jr NOA/h' INC. CANADIAN GYPYP CU CO - TYPES C, !sr m m iLY,smnsJlvtw n nu! CELOTEX CORP. - TYPE FRP ➢OMTAR GYPSUM INC. - TYPE 5 (nnYan-JL!rsr ls]-uH UNITED STATES GYP. CO. - TYPE C, IP-X2 FIRE SEPARATION DETAIL - IRC aTu m BSL/DRP ID JAN 03 A41 L -.AM RESCrVED RAM REV YuBw STATE STMT OF AwRVVI.ne i ORDwG V2' GYP. SD LINING CLFAGNCE FRCH G itl' OF WENT ra"'AREMERS IS CEDKD 6T 1'Nw LT CEIL1W TUB SHOWN FIRETTOTIG REOD ARDWD RDCR )�FDR TYPICAL W PENETRATIONS W DL SUPPLY y FIRESTOPPING IX1CT INTC0.IAL LIKI FLA A FwCP CSTPSW IS X11 DETAIL Ap RCTUb1 TO K[A RU OL-SRC BY BLQR. No STORY RR 1 S FOWSTORPIMfi IS BY APE% WHEs 1 11 I wfp WLV. R-VM GA 1 11 R I GI-V. R-A 1 111 I I ST j Cd]U-F` SIPP[Ri/ lv WN-WTN Ic KD' F IDES TOP 'R. 3D.G4 FLF ANAP.CIALLEMGQ EIIET CML TD PLCMJI GKV.KTAL IRSTA-Up IATOUAS TYPE. IOBR-C RETURN BELOW DR TOP 6 m RR OR EDlP4I fINSH LTP BE, RIILR UR-STTE TIOIT TD n% AND CARF BY BUILDER NOTE. SUPPLY IAoTS ASST V/ Not m101STIBLC To BE FOWZTORPED FIE SEALANT. PLACE BDIWS IN USIRL SAW KT)IID A-TERrATE STUB CAVI RETURN AIR PLENUM COIBINITIN SUPPORT/ EIRESTE, Ra, xi LA :U (SINGLE STORY MODEL) GA v.RQA INV"I'D W TIP OF IL RR AUHUH RETURNCIDE, ToKLI RA M.PIPE FIRESTOWDL PDS ID1-SRC INSTALLED) 1 DERKGYPLA S IHS 17X10 AL DIST WEER SHALL VDID It Vn REDO SEAL L ,WTTx MVA nrz 1 HR, FIRE SEPARATION RETURN AIR PLENUMAm,,,u,,,,DE SEPARATION WALL (TWO STORY MODEL) DESIGN - U344 SHOWN AS HOUSE/GARAGE SEPARATION ESEET TN,SEE% vY W.BA OR RAFT06 RKSTUArM FIN LARGER Vmns AS SOW.TO K Ple'rvmm oASTTE Br Amm DINRE urm ]/r TYPO •C' F,VP 00, - VY LYP.Bn IOISFUPE RCSIS1ANi SICnT14N4 TO RE v-e'xzJnz• wTERIm xrv® SINGLE DYER APPLIED HO II V[Rl. VTTH EVEJU R 2K .0 TAO LOG C1GCS 5/B' TYPE •C' GYP. BD L WILED T[1 STUNS INSTALED PCRPpR01C14M TO,LISTS WITH END APPLIED NR. O! VdT. MO KMDE PLATES JONTS CENTERED 4VER JIDNTL AND STAGGERED L MME➢ TO STUDS Ai T' DL.vSTH Ba ASHES W AND W I �12TS WITHR.mIISTRICTLN ANn LEAKING PLAT COWM-CMTED RAILS ASHES WE AND N RINL SI :1ALLS 2 3/B• L n011Y SWM( 0 AT T' DC.VT H W 9/J2'1 KAnS wIHG SIWM - [' LOG-L 1/[ (Al>EE) [E71IP L.O11C0 W.RS AND LATERAL RESISTANCE ST xGIHOR AMY KTM�VL� 1 l/r L. p/09l]' 3)W1R I 21D)L11RY RR RYP) V4'11GD5 SD LAYER 15/3Y SNSi1MCD FEE THE La RINGED SIWW W1LS SHEAT qNf APPLIED 2%6 ST MS AT 24' DCS TOR.OR O ST. L J]/r FACED FIKRRASS BATT SECURED TD SACS ,, A� � • ••` ,r NYI(CULT WAS \ WLLED iD STUDS 6 J02TS VIiH STMLCS SPADE.AL lY_.WC G� FAR GR DBL 2X4 STUPID ,WO IEAROG PuiCS AS KDD FOR iNCRMA PRQ(RWIIY OtY . •yI dL FOR Eltc KAT AT Ir nc v1TN Da �"&Tgr wr)La DVc N rSR wsw,iTw e4DUIREKIns 12 S PAU.TffiA4YBON e QKHT-WATED STL LO% 4AEs r 3 l/2' FUCAFL4S5 MATT kJBPJRF •`„ W,; X, AT KnWTE STUDS _ THERM-1N EF M (OR 2X10 RLOD AISTS AT 24' OL. _ ( /�� iKR1AL PREFCYWILE Olr L L' OC.AT PERIMETER Lo CIM BLOCKING ' •A, OF,; PAKLS 2%L LE]LING.LIISTi R N' nG MAY s AIR FLR SKATUOIW lL P-KSTICSF TILT..ON W O PYL SRIn LLIYT(]W r • b",�. _ IN FIRE SEPAR�TIW WALL s/rYED• l CEDE vAILBDARD a¢ TYPED Balm R® GARA U ROOD MPI.WD V/ LOG DIA PCRP[ND TO JOSTS ft- ANN .msT: r USED 1 HOUR f LR/CLC-i ASSEMBLY UST VTBY aG RYn ARD FASTErm TD EACH XILT AT r Dc SmEn �• WITH W CEKNT-COATED MILS • • T '.Q- 40 1 >/r L DOSS• SHAM L VP DwWTEA HEAR • /'V DESIGN NUMBER - L539 AT.w. L ItGLC Kw DRYVML uREVs I J/r L STC RATING - 46 vAURDAAn.S MY K VTWR C."ED ,et � • ••y �� m ERTED VRH .KUNT cDHFUU D JOINTS R¢KUIiEn � , GYPSUM VALLBOARD USED WITH WALL DESIGN NUMBER U344 ,�w CAMDSAN 4TSW Co LTO.- TYPE C SCY, Sar, VU GYPSUM VALLBD USED W/ FLR/CLG ASSEMBLY NO. L539 - � LENTEN CORT - TYPE CONSTRUCTION Q 3,A, B. C, FRP CANADIAN GYPS.CG - TYPE C L J DIXIM CSTRUCTIOi RIS - TYPE C LOTU CORP, - TYPE ERP SAApLWYP GSOI Co. nOw -TYPE C yl y OMIK GYPSOI AKAIG, OIC. - TYPE ] SbITAR GYPSUM, UIG - TIE 5 QLpip CORP.- TYPO TRP Xyy/[npF OOIIM ]INDUSTRIES,ST41CS, IN[. - TYPE [ UNITED STATES GYPSCD U• - TYPE C. -Y2 py11M 4YKU1. INC - TRS G(X,➢(GU PACIFIC CORP.GTSIR DIV. - TYPE GPfSL, GPF9 WITCO STATES GYPSUM CSO,- TPC C, IP-Y[ xO,MES, INC LRD IOID BSO.MDUKTS - YTS fS%-L, FSR-4, FSVI,FSV-G, fN M W 1R SYI,LO)IY/Oli.II UNITED I>LY UTCD StATES SLH C11 - TYPE C, SLY, 21n. VR%, VR-C. IP-%2 (N'/}YI-[iY PAI y>-YN FIRE SEPARATION DETAIL — IRC M 1--,, T4V, pry' BSE/DRP 1B JAN 03 A42 ..AIX REStR.fill M TLV TOR SI.IS STNP ON MP A_. zIu ON z.10 j ..� nRF sPM.nrw I1FTA115 none �msrz nX. LAY" D/r TIE •S' OV. IN.STN u ON-SITE IY IULLSQ C__� ASn�Bi Y v R Mn rr m .PPRmL CIL" WEIGHT.5 KF r VeitIN vrVTpG ETRE TEST.FM FC 172, 2-M-72 j K�m [WSTSM71 l TYPO,WOOD MSTS, GYPSUN VNLmMD 1 IASE LAYER yr TIE'r GYP11PMWM .VID lm IT ul AT RIGHT ANGLES TO VDOD SUM 21. OC, VRH 1 1/4' TYPE 'S' ORYVN SEREVS 24'DEG CS FALAY" SrS r TYPE'S' GYPS"' VALUIMRD OR WENQR I MR[9aCTa2 `ASE APPLIED AT RIMT MLLES TO .GISTS TIRNGI MSE nm LAYER WITH 1 T/R' TIE'S' DRYWALL SERENE ILD.C. AT -_---_-------- l l9Nli MID LIIERMCDV,TC JOISTS FACE LATER A'WTS DfTSEI 21'TR61HSE LAYER lDNTS,1 1/2' TIE G. DRYVMI SCREWS PLI.[ED r `AER M EITHER Sim 6 FACE LAYER END JDNTS, 12' Im 1/2' qN PLYWOOD WITH EXTERIIF 61L IM.MINDED AT RAM1ES TO TV IS,JOISTS WITH " IwLE MEILTNG PTpVIXS ONE HOP RESIS- TANCE MOTEVION FDD W® FRAIOHG b WG cX SOLID BLOCKING nmaY EACH SIDE ra AAK w1 °6 FIRESTOPPING REQUIRED AT TUB L SHOVER DRAIN PENETRATIONS INTO FIRE RATED FLR/CLG ASSEMBLY (FIRESTOPPING INSTALLED ON-SITE BY BUILDER V/ACCESS THRU IST FLOOR CLG.) K e vvm 1 I I vTMmn ruR.,v I I i I I j TT>Yf AS41i1 RIME WENT TO SE l CILL.OJ[ !O RID1 HELD EKK A Ma a yr MON mer m Fm _____________________ G.,.,y®.� rt rRON LD1 LAC M0 ITR Y Ca(IOA06 TOf61lyD Fyp90 LI ll IV11 VMii r-P rY SET P� 31IIQIRG� AAI W(DPiIIIS IW9iIIl¢S riyR �� LLl RID MIII[l11 a miM MAiuRT a rwL L tw FImT II 1.}—am-Lm-urc vML iI II II wmWx NLD.o M Lac R IImH TELTQ01 LI H O A 3/4 MIlML Tf6 rlml AR. ON®.➢GT YSN G1C11O RPQ W[M.STV I EO I➢td DEWY TN¢TM',ITE. TOIWrK CON Ul9E'MAT1,k MIT Nn ,,,,h' ' ,,.r.•' 10@0P3,I� R ANOR m • �t "Gam(* AIR a • � ` �TT IYPMATDRI y .-I � 1 1 .-2 TWO rMDLY " i i eI �� •�• ♦� H4 w dp FLIER Y.M IDOL® L A GMAGF 0' S M ICRC ENCLMED VALLS L VITINT A S'-W NM WEESVAY WTVEp GNGCi L DVELLIIG ISI ; L1HLL K SEPARATED rRwl OIIEP SP/tES IN RNIDDG V L. HL MM Fl MifD ASSEMBLIES.L NWXACURER SHNAL LCIEbONC FRESH THE OWNER L SITE M1RIfR L TIfaVC A WELD FKTOR 141 PORTION M ASSENLY MPT kl TELY. m AR.r d YK EL ®Ian i s/r TE •x• MIN GYraP rRmccnWE Tmsl ON WAGE TURING HAUS AND EEIL DG n AreAxrly AT>, 1 Ta..K PROTECT DWELL .`DVE X uTED WALL. F°`RATER®""r'"• HO.VBS, JNC. .. Dmn FAM A GARACIE SHALL IGT OfC ON A ll_ f NG SPA¢. I EACHWENINI TETWCEN GARAGE L OTTER VACS SHALL IE PROTECTED WITH A v. SHL AND SELY EUSS.S. .n OR r Du C.YYIeKK+RDRA 11 ww nPB LSP`LSfIM AIR SHALL NDT X TRAWN FRUT WADE AND 0. MU EIT STW�I Fr% GMACE. I.) ._.RAW I`T-NM IFl ru0 7.M GRADE PLASTIC IIK{AAT]IP bNLL X PRITTLCTED WITH V2' HIN GYPS"' K A THCPIML `ARRSR. -'---"---'-- E=YE AS IN v. IX RATED VALLS ALLIIVED AS LONG AS THEY ME WINDOWS WITH ORD FIRE SEPARATION DETAILS - IRC INVC . Y. 1R MT1NG 2I• alL IILV. pI4 Ep BSL/DRP 18 JAN D3 A43 41/2, 7/16. O.S.B. SHEATHING 7/16. O.S.B. SHEATHING T"a�� TH,Kv Am n"rz nAr a Mnmrrc• CO 3/4' PULYSTYRENE lu�3/4' POLYSTYRENE 2xR BiM. CHORD FOAM, BOARD FOAM BWRD(R-3.B) 2x4 BTM CKRD R-13 RG INSUL. V/VB R-19 F.G INSUL. V/VB INSUL. MEA INSUL. ARCA fRAHEDI/e FRAMED AREAR-Il . BPTTS VIN GYP.SIDING I/2' GYP. IN➢. AREA INSULVINYL SIDING VINYL SIDING 2x4 STUDS B ]6' OC, 2.6 STUDS ! 16' O[. R-3B F6 ]HAUL. F.G. UL. V'V3➢,rG 1NDLL. v/V.B. 12 13 1/2' GYP, BR➢. . N L'] 1/Y GYP. BOD. W Z N N Q W 1 O O Q 7/16' OS.B. SHEATHING U O Q DO 7/16' DSSHEATHING 1 1/2' POLYSTYRENE Z >K VINYL SIDING FOAM K&RD(R-7.5) O Z 0 R-19 FG. INSUL. V/VB R-19 FG INSUL. V/VB H 2x8 CLG JSTS. O CK 1/2' GYP. BRIT. 1/Y GYP, MD. Q 2x8 CLG JOTS, W VINYL SIDING -i OF 2.8 CLG JSTS. ~ 2.6 STUDS B 16. OC. 2.6 STUDS B IV O.C. D R-11 FL BATTS Q X (/)K INSUL W N O O z o R-30 FL iNSIL. z W 14 15 R-3B F.4 INSLL. R-3B fL INSUL. �'W OLP V/VJI. V/V.B. 1/Y GYP. BRD. {/2• GYP, BR➢. 1/Y GYP. BRA C 7/16. OS.B. SHEATHING 4 O 6 1' POLYSTYRENE GUAM BO R-21 0.G INSUL. V/VB lC 1/2' GYP. BRA U VINYL SIDING INSULATION VALUES INSULATION VALUES 92.6 STUDS ! I6. O.C. FOR ROOF / CEILING - VAULTED FOR IST FLR. TO 2ND FLR. EXT. PERIMETER *R-30 *235# ASPH O ALL DETAILS SHOWN ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS ACE NGLS. OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE DIY,LS. . SHTGO.SJI. SHTG. TI-11 NOTES, 3' FRAMING L RESIDENTIAL BUILDINGS RCGULATED BY THIS PMT SHALL K DESIGNED IN ACCORDANCE WITH THE THERMAL PERFORMIABCE VALUES LISTED IN THE ECCC OF NYS, THE APPROPRIATE THERMAL PERFORMANCE REQUIREMENTS SHALL BE DEKNDMT ON THE HEATING SYSTEM TYPE THAT PROVIDES COMFORT CONDITIONINGL. TO THE MAJORITY Or THE CONDITIONED FLOOR AREA INSUL. R-19 F.G INSUL 2, ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE OF ABSORBING OR OMPRESSED) TAKING iP MD IQDING MOISTURE SHALL BE PROTECTED BY A VAPOR RETARDER LOCATED ON THE WINTER . . VMM SIDE OF THE INSULATION 1N ACCORDANCE WITH THE ECCC O' NTS. . RA 3. INSULATION SMALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT KATE LINES, SILL LINES. DAN) JOISTS, AND CORNERS. M. ALLOWABLE INFILTRATION RATES (VMn tr.t.a h ozcmaorcr .Nth ASTM E 283. WINDOWS ( crn per Aquore O O Foot or rNao. ores) - 0.3 Rrh ANN/VBA I,r . L ASTM D M099. SLIDING Otern per Sgrrr Lost of Rr door Oreo) - 0.3. - 0.3 R Door. (crn P01 agnrr rRR< or door orris) -DDOORS Ipfr nx,, r. en door r 5. ALL JOINTS AME OPENINGS IN BUILDING ENVELOPE SYSTEMS INCLUDING ORS MOUND WINDOWS M➢ DOOR WFRANCS,PANELS, AT WALLS AND RUUF/CEILINGS, BETWEEN WALLS AND FLOORS OR FOUNDATIONS,S L PC CAU WALL PANELS, AT UTILITY SERVICE PENETRATIONS, AND BETWEEN pISSIMLLM INTERNALS SHALL BC [A0.KC➢, ' VAULTED COILING V/ ELECTRIC KAT IS MAT AVAILABLE WSKIR IN VCRATION NAMIE, OR OTHERWISE SEALED. 6. M AIR INFILTRATION BARRIER SHALL RE INSTALLED WHEREVER A VENTILATED SIDING MATERIAL IS INSTNIED ["'i 9" l • OR THE SIDING INSTALLATION TECHNIOLE NECESSITATES A LpDSE-FITTING APPLICATION. , ♦ #ry 7. ALL FIREPLME WITS SHALL HAVE IWILTRATION LOSSES WITH THE DAMCR IN THE CLOSED POSITION HOT TO *6 ♦�/� EXCEED 20 CFM AT OM INCHES WATER GAUGE. IF THE DAMPER ALONE! BOYS NOT HEEL THIS REQUIREMENT, PAlL78NNYN%•1 JA I TIGHT rITTINGFIREPLACE NONCOMBUSTIBLE BE PROVIDE E WITH SHALL BE USED, ` NBBR•f t• INSULATION VALUES B. ALL SUFFICIENT WITS SHALL BE PORT C➢ V1TN A SOURCE Or CEMSMALL AIR,EQUIPPED FROM THE DRDOWS, FOR FLOORS CDirniLE OF NKlwittiY TCLO SUPPORT cDMBusnDL THIS SOURCE SHALL BE EQU]PPED WITH ADAMPER = ♦� e 9. NO DEVICE INSTALLED IN A FIREPLACE THAT USES A GASEOUS FUEL FOR ITS OPERATION SHALL BE EQUIPPED R r} WITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT. - 2xB RR. JSTS. 2.6 rLR. JSTS. TO TEMPURATME CMTRR. EACH DWELLING WIT SHALL BE PROVIDED WITH AT LEAST 1 THRMOSTAT CAPABLE O' 7 N# ♦� •t HAMr AUTOMATICALLY ADJUSTING SPACE TEMPURATUC EACH THERMOSTAT SMALL HAVE A MINIMUM RANGE OF TEM.. V" f O.S.B. 19/32' 1 L G O.S.B. SETTINGS FROM 43 ➢[GRECS F TO 85 DEGREES F AND SHALL BC CAPABLE OF PROVIDING A MA➢BMD OF NO , WDERLAYMENT WDERLATHENI LESS THAN 5 DEGREES F BETWEEN FULL HEATING AND COOLING LL ZONING M ACCESSOLE MANUAL OR AUTOMATIC MENS SHALL BE PROVIDED TO RESTRICT OR SHR 12. OFF WITH µMINIMUMmTHICKNESSEACH OF NO LESS THA MIT. I' SHALL BE INSTAL 11 ON MY SUPPLY ,•�, ♦ # �,,, AIR DUCTS LOCATED OUTSIDE OR A CONDITIONED SPACE I, A ,•� ', 13. ALL TRANSVERSE JOINTS ON SUPPLY AIR DUETS LOCATED OUTSIDE OF A CONDITIONED SPACE SHALL L �. � � 2J R-30 FG. INSUL. R-19 EG IHSUL, BE SCALED WITH ADHESIVES, SEALANTS, GASKETS, TMNA E SYSTEMS, OR CD(BITIGNS THERE. S V/V.H. (COPRESSED> V/V.B. U. SUPPLY AN EXHAUST NR IWA(CS AND OUTLETS SHALL K EQUIPPED WITH TIGHT SHUT OFF DAMPERS AT THE BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE. 05 15. INSULATION WITH A MINIMUM THICKNESS OF 1 I/Y SHALL BE INSTALLED ON MT SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. lO 11 16. INSULATION WITH A MINIMUM THICKNESS OF NO LESS THAN 3/4' SMALL BE INSTALLED ON ANY SERVICE WATER DISTRIBUTION PIPING THAT IS GREATER THAN 3/4' IN DIAMETER �1 r7pAfr mr>R.Y,v V. PLASTIC SKYLIGHTS REGULATED BY NYS. PMT 719. SHALL NOT EXCEED 2DO SO. FT.IN AREA L 5'-C HIM How6S, INC, BETWEEN SKYLIGHTS INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED is DUORS L WINDOWS LESS THAN V-0' FROM A LOT-LINE OR IN EXTERIOR OR INTERIOR TENANT, STAIR, GARAGE M w In Pisa,mrurwP,A,nM FROM THE SYSTEM AND SUBMITTED TO LOCAL LEPNATIM VALLI L MQ OT LINE Wrus ALSO SKnIwrS,LOVERS.L R VENTS LESS THAN TWO FEET FRDN LOT-LIME OR (M)M-.+.P ru NPtia CODE ENFORCEMENT OFFICIAL IN CONNECTION PASSINNGG TH QVC A LITHEED. MIN. IN A STAIR PROTECT,C AGE SMALL BE 3/1 HU MHN FIRE RATED L BE SELF WITH BUILDING PERMIT APPLICATION SHALL BE 19. GLAZING IN ODORS, FIXED SIDE PANELS, TUB L DOVER ENCLOSURES QWLUDING DOOR, PANELS L WINDOWS)WITH VALUES -IRC ACCOMPANIED BY A MECCheCk REPORT INTERIOR PARTITIONS IB' M LESS FROM FLOOR LEVEL SHALL X SAFETY GLAZER F. AHu (INCLUDING THE INSPECTION CHECKLIST) 20. SEE CALCULATIONS MAHAL APPENDIX 'W FOR ADDITIONAL INFORMATION BSL IB JAN D3 A44 21 MAXIMUM GLAZING PERCENTAGE SHALL NOT EXCEED 15X OF THE TOTAL EXTERIOR WALL MEA. INSULATION SCHEDULE VINYL SIDING 1/2' DRYWALL RODF/CEILING 1 1/2' POLYSTYRENE 2.6 STUDS B 16' OC, FOAM BOARD R-30 INSUL. /-2x4 TRUSS 1/2' DRYWALL U-0.038 R-19 INSUL, r/ VB. � 7/16' OSB. v/ V.H. /\ \ NOTE, U-0.032 FOR CALCULATIONS AND ADDITIONAL INSULATION OPTIONS SEE CALCULATIONS MANUAL. ./311. UL. -2x4 TRUSS 1/2' DRYWALL INFILTRATION U-0.025 INFILTRATION FACTORS .667 IS REDUCTION FOR STORM PANEL AND/OR WEATHER STRIP AS FOR TABLE I PG. 21S ASHRAE R-30 INSUL /2.B RAFT. 1/2' DRYWALL O's = ,018 V(TI-TO) AIR CHANGE ASHRAE 24.6(A) v/ V,B. / V = VOLUME U-0.039 } \ TI-TO = 72 - 0' F = TEMPERATURE DIFFERENTIAL BASE 1 AIR CHANGE = WINDOW OR DOOR 1 WALL .018x.72.Ix.667 = .86 BTUH/SO.FT. ROOF/CEILING 1 1/2 AIR CHANGE - WINDOW OR DOOR 2 WALLS 7/16' OSB, 15B FELT 2, SHINGLES .018..72.1.5x.667 = 1.30 BTUH/SO.FT 2x12 RAFT. 2 AIR CHANGE = WINDOW OR DOOR 3 WALLS U-0,035 R-30— 1/2' DRYWALL .018..72.2x.667 = 1.73 BTUH/SO.FT. INFILTRATION LOSS FOR DOORS AND WINDOWS SHALL NOT EXCEED THE FOLLOWING, WINDOWS 0.5 CFM/LF OF OPERABLE SASH CRACK FLOOR SLIDING DOORS, 0.5 CFM/LF OF DOOR AREA SWINGING DOORS, 03 CFM/SF OF DOOR AREA 19/32' TLG OSB. MAXIMUM GLAZING PERCENTAGE SHALL NOT EXEED 15% OF THE TOTAL EXTERIOR WALL AREA v HANDBOOK OF FUNDAMENTALS U-0,050 R-19 INSUL. ffl2.8 FLR JOISTS w/ VB. 19/32' TLG OSB. INDIVIDUAL (DESCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE U-D.D4D R-19 INSUL /VB. 2x8 FLR JOISTS ACCOMPANIED BY A MECCh..k REPORT COMPRESSED (INCLUDING THE INSPECTION CHECKLIST) WALLS VINYL SIDING 1/2' DRYWALL SEE CALCULATIONS MANUAL APPENDIX 'D' FOR ADDITIONAL INFORMATION 2x4 STUD 7/16' OSB U-0.070 R-13 INSUL. w/ VB. VINYL SIDING 1/2' DRYWALL f-q •(�♦� A. 1/2' R-MAX OR 2z4 STUD ��_ �i �fyw0 3/4' STYROFOAM U-0.054 ;l R-13 INSUL. w/ VB. 7/16' OSB. —0� : �4tY +v t1 r �I 2' DRYWALL o. Ks 5/8' PLY TI-11] STUD + � �� ro U-0.076 R-13 INSUL v/ VB. �• c.mm by r VINYL SIDING1/2' DRYWALL 2x6 STUD ♦ U-0.053 7/16' OSB. R-19 INSUL. w/ VB. oollb fB VINYL SIDING 1/2' DRYWALL ' 1/2' Rwr -MA% DR 26 STUD / -loz 3/ ' STYROFOAM xBOWES, INC. U-0,043 R-19 INSUL. w/ VH. m nm+++v.+ouv+oaA w nw 7/16' OSB. INSULATION VALUES -IRC n. I. ay. v+c n BSL 18 JAN m A45 o ancs �K . m"".max asnaMY a.mA. �r ro rx mr 1TM¢TI�R �AlmmaaLlil'rWa�, nlRpL 1 Vr r 1Nr }-1 Vrd ppN¢ Wry KI( Imll a Tormwc p M �n � IS IO]Y YAULL Y '�110 vIXl nII� �m>.Ir Y N al QAWN IAV. +m nJP,[ T 1MW v Srna IM a� ci vEW ¢XNI A611 D Yaxw artv .Y Ni s •w,L�.Q:101 a VOIIi iG Y ICfm N[E�HACTa.W ¢y ura � w r1 ¢n r FIELD CONNECTION BETWEEN i i i r" 1 map T.suns rrs pv1 r a>vro cw...�1o®n.11.w I rR r r Tor VrarculY m laz nYw r rrc acral¢zvm r->1v¢- nODt1LES OR BSMNT FIXTURES �Azic KIT SINK DRAIN L VENT run LAV SUPPLY V/ OPT DV L GAR DISP m.n•na�1r 1¢r ueVrA DRAIN `ENT V/KIT SINK SUPPLY 1®1a�rrY Ym rnuc IHµ1 Y"1w a a• u lVallaCx wvax Y rvmWAT vam 1 vr• CM m nnn a Ira iC11Ii rv[a�.1r m�cu[p.�u f w m"p1 6 pi T- 17 '�¢nmlw m N uV. onNL e....an u.iu uu z m i nam rvr rn imr�'m�a� �''n aru i rr� L rcm� i N W WASHER BO% VNRVENT m KIT SIN( DRAIN t VENTuvr SIrK DR IN Y HOSE BIBHS o r — _ m w A,a¢TxT rKli'M �mAGG"fmNau4lr YIYIN W/ VACU(11f1"`xufc�nw'j{aio n ,!''^'m•°I'al rrc iv^Yw^c BREAK (NT Of1Y) av nev a ei"� mn v a a l m rn, a•uaa-r . vmumY�ry MT r�iv cap cAcs m Y smnan a 1�sm Ia Yr ALI.TT V1.i / WASHER SUPPLYwvmroY Ias xAz LAzro � ur Tn AroTr�M.1mmv®a+vi�urwNLMl1 VMVL aYl11R Nm.�mvwp Ywznaaro ._. � wMAK A. W"A'.1ARI �s�;� s.a Han Yr ruv rw 1a®ruuT Hero w°i"O1i v To mT"CWrzm ewv�n w um m1 rrvlla•m.n� vam n.Ya �K zran r�ro rmw m.¢rmi Y va vTnT v1a rvm a cmm rm m AT aT N znAm�c rwmo w m rm¢z r mp r1w v`ice i ¢p Trcrym msrrz�a ry n¢.v YO,ai oval Y WATER HEATER DETAIL Inc LD'• zas A®mc aai vrT � I , r.y P -___ mnu¢vnx cnoc era•w rm!a,Y a w lox sa,�M m rm�Iw m Mv¢arAp ,1 - w sT.a-,w1 clo(v pa.6T m�Lm mmc.a / c a peal x Im sArs��asrA a rm ammo Ara kms w v aT amoc MM a TmxT TYPICAL DVV SCHEMATIC , TMC M®[ v" P.P/6[[�a�N(L O¢a 1 1•TA¢1GRl Y M.v2 moa]M L Vr Lw MT• uv11 r rg Y.cY m w a<lo a NTIALLAT.w c lm,e"1p1rm ro rmml.m.m p `''rl� amsm r: .mm m� �m mnwx m � ` 3 x%�"�rru m rvc mw_ rwz wY I MAIN VENT L V.C. DRAIN L VENT w na.wc oral Y rm+�s v�n a mm a main 4 - a ra ro Irv,i art mM 1 TWO STORY (2N➢ STpRY> n r.wsr¢� ora c l.aacry vnli uv m w s,m POTABLE PLUMBING SCHEMATIC wA.ry ra¢onml v®lona LLa n1n emvmrLr vwro x v"ro 1uTv l c ro. w A¢ TNT C,TY YSII[TVL m(a MEW Yv•m A rt !""m a LT = LUNG TURN ...TNT. n wlaAaasp� Y r i nAvr ra TY^r arx LTTY = LONG TURN TEE-WYE ^ con ^a x rvu mrasn ova cTYm 1n�i¢m rw�v,Ti mTA'uc DBL LTTY = DOUBLE LONG TURN rmm ry hex mcM.n aw•`mv _ TEE-VY[ p, 1 L+• „^'•"^TM oew w�o�r-mc•,1rmi� T,nrwn r¢Tu(w.r rv[zwu Y rmrmo ` euro a mann T•xmm _ i,.n^a i�ax ,va1 r sowAax v u®' ,1.>• .. x Av�ia n�Ts K aA y2nnlm°cmc vnara�w rxiluz i 1 Awa rua. ^raw ac.r• ��•^� m SAM mmKTz nY11 x u rx.n.ro rami m% i .L A1AlL VAnI[,n1Y aYLL Y Morn Y q1 �nW Rx1L1 a M lG1MTa L N wV6lR � 4.WR Y/Wa Ip'n! Ma\Rl.! V1rX ID9MAa�aYLL NAK A 1•ql alRr Mp ,r up. ��/�//)� rnnnn rwc w u•eAmo�me ma�vlLu wr1 c i .� o _H_ J^ u�..r.°'a1.cA.r.••,s.wc exp a" �°" nrx w � _ M 1�YI1A lB Arllllp® 1NTWp W.K A mVala r^ CY IY �• _11Yuu J Jm J-"vuu • = �l AWR[S NOI Y0a`Vp.1Ol•I W Nnl 1 Vr1 _-` `r, mum a WYL Y raWa(i V, YIM'n _ - =� IA,� a an[ewer ams tW�R..v v¢t r�T ort `-__- ��. _�_ �•\ .>T _ _ '-__ _ 1�r1 rVp4 .LYYY w al Har)wML Y - 1 vr•�W� 1 u -�M• m 11.T V -_ _ _ _ _--_ f r10 fVlaa MY 1®llV1A.aRw®nom L4�m V" fCT���+4�.m �' , ,\ _ _ cYm n '• wr m.¢al pT�mm""',a zu i` a nAa _ ^6. _ .::. -_'v,�,...�i '\,\ - --a r''=+--� _ ��® , T A , p� A. wnm vv'nz w mwlpvo .'>'� 1..�. _ _ 1�,r..•. y .\ 1�,...•. - --_ti fn� PA[A'7$NN}90N s�� ..avcn Y�o r Ano vIm A r Ym m .r.m '�• _ a.w.ur a ^R 1 cS O ((L •tel no:o"�.wrm'.1mc amo..lmsm�r nc w'u 6'nvc"'a : ___ _ Y..T av1.c pa„o In mszTs vAro YArac z.z.¢s 'f, ^�.�'�� a •\ nPLUMBING MATERIAL SPECIFICATIONS rvMc nwrrc raE-W nr z n"rem me nrTvca�un`ni-�L"`0a^oei'n'-ro-ro. `Y —AAA—AAA11•• `�1.Q,s, A1.1� {`_.T.1 Y.Y i ' � 1'sr'"_ •+I,��„��",�, rK lav¢rt mon-urY mu-n.AY rus�Azr•a¢ouzz r w r.sand �•` � s mm`¢ mn n-WTY-aeos� YM m � Pte. i. v FEB 02 +I.DaID R01a,uCa-.Abe/wl-NaJ\>1M __ Vr e..•a eV ZIY u 1�-1Or' - � •� r, �'�w 1 M`m ^ _`r� TWO STORY, TWO FAMILY, A-2 PAr �^�"L r�wp ""'w.oii"mi ulumiv em Ini wr,�, POTABLE PLUMBING SCHEMATIC HO.V6S, INC. n oo urr vn rnn.az- Isn TWO STORY, TWO FAMILY, A-2 ➢VV SCHEMATIC ro �__.. 1` rw z rTf111m1n11 cpv.on wu c p mu v,vn m DWELLING OVER DWELLING n. aanr rus m ur:w'cA.ux�w•aYc uvs TVO STORY, TVD FAMILY, A-2 urmo n.z'rs.ru m.na Tan.¢ oa.Y n.wn POTABLE PLUMBING SCHEMATIC •pR• ALLum vwsie rt,ba THE REFEREE) CODE OF NEW YORK SPATE arvsv unc mH°izr:vbmmi.m wu^w.i mrm'i ti ve a Nvwr41ivwc DWELLING OVER DWELLING TWO STORY, ONE FAMILY, AI TYPICAL PLUMBING SCHEMATICS SHALL BE REFEREO TD HEREIN AS THE R.L. nl N.Y.S. °¢e u IaLe avw1Y rcaa rmn m,run rr•ea m.N 1n•m rm POTABLE PL�UM�INIGmSCMA71C n' DPP a`1B JAN 03 � j" 10 A46 v ANDERSEN WINDOW SCHEDULE •U VALUES M & W WINDOW SCHEDULE 'U' VALUES wwo aMxv mn,rzn!> �w KEY TYPE CODE ROUGH OPENING •L' 'V' -SQ.FT.' 'R' AIR I V>ue1LLCS /o DBnLES KEY TYPE CODE ROUGH OPENING 'L' 'V' -SQ,FT."R' AIR STANw D WITH 4R6W 1. DOUBLE HUNG TV2432 30 WWII] 1/4' 5.09 2.941 8.4 3.2 .10 1 34 .35 1. DOUBLE HUNG 2432 30 3/8'x41 1/4' 5.8 2.741 7.39 13.3 .11 .37 .33 2. DOUBLE HUNG TW2842 34 1/8'-53 1/4' 8.23 4.64 12.34 3.2 ,10 1 34 35 2. DOUBLE HUNG 2842 34 3/B'x53 1/4' 9.1 4.4 1 11.11 3.3 11 .37 .33 3. ➢3UBLE HUNG TV3046' 36 1/B'x57 I/4' 10.31 5.73 14,85 3.2 .10 .34 ,35 3. DOUBLE HUNG 3D46' 38 3/8'x57 1/4' 112 5.9 13.5 3.3 .11 .37 .33 4. ➢OUBLE HUNG TV2852 34 1/8'x65 1/4' 10.48 S.BB-Fs14 3.21-10 .34 .35 4. DOUBLE HUNG 2852 34 3/8'-65 1/4' 11A 6.02 13.7 3.3 .Il .37 ,33 5, DOUBLE HUNG TV2B56 34 1/8'x69 1/4' 1L22 5.05 16.OB 3.2 ,10 .34 .35 5. DOUBLE HUNG 2856 34 3/8'x69 1q' 12,2 6.04 N.6 3.3 .11 .37 33 G. D.M. PICTURE TW20-DHP4246-EV 99 1/4'u57 1/4' 25.4 6.4 39.0 3.2 .1D .34 ,35 6. D.H. PICTURE IB-4046-1B` 93 5/8'x57 1/4' 25.4 bA 39.0 3.3 .08 .37 33 7. DH. 45' BAY TVIS-31046-2D` 90 3/8'x58 3/4' 25,4 6,4 37,1 32 .10 .34 .35 7. D.M. 45• BAY 45-IB-4046-18` 85 1/4'x57 3/4' 25.4 6.4 37.1 3.3 .OB .37 .33 8. CASEMENT POW GS BOW 97 1/4'161 ]/B' 30.2 10.8 420 3.2 .03 .34 ,34 B, CASEMENT BOW 2050 4V 94 7/8'x61 1/2' 26.0 20.3 42.0 3.3 .05 .35 .31 9. CASEMENT PICTURE CV25-2' 114 3/8'x60 3/8' 30.2 10.0 41.5 3.2 .03 .34 ,34 9. CASEMENT PICTURE 2050 QUAD' 96'x60' 30,2 10.8 41.5 3.3 .05 .35 .31 ]0. CASEMENT CV135 28 7/8'x41 3/B' 7.2 5.7 83 3.2 .03 .34 .34 10. CASEMENT 2435 29 1/4'x41 1/4' 7.2 S. 8,3 3.3 .OS .35 .31 11. CASEMENT C"51"'x6 7/8'x60 3/8' 11.2 8.5 11.8 3.2 03 .34 .34 11. CASEMENT 2450' 29 I/4'x60 1/2' 11.2 8.5 11.8 3.3 .OS ,35 .31 12. DOUBLE HUNG TV1/8'x53 1/4' 5.79 3.4 9.41 3.2 .10 .34 .35 l2. DOUBLE HUNG 2042 26 3/8'.53 1/4' 5.79 3A 9.41 3.3 .I] .37 .31 13. DOUBLE HUNG TV1/8'x57 1/4' 6.31 3.7 10.12 3.2 .10 .34 .35 13. DOUBLE HUNG 2046` 26 3/8'x57 1/4' 6.31 3.7 70.12 3.3 dt .37 .33 19. DOUBLE HUNG TV 1/0'.65 1/4' ].37 4.31 11.54 3.2 .10 .34 .35 14. DOUBLE HUNG 2052` 26 3/8'x65 1/4' 7.37 4.31 IT54 3.3 .Il 37 .33 I5. DOUBLE HUNG TV1/0'x69 1/4' 7.89 3J 12.25 3.2 .10 .34 .35 15. DOUBLE HUNG 2056` 26 3/8'x69 1/4' 7,09 3J 12.25 3.3 .11 .37 .33 16. DOUBLE HUNG TV1/8'x65 1/4' 12.03 6.67 16.95 3.2 .10 ,34 .35 16. DOUBLE HUNG 3052 38 3/8'x65 5/8' 13.0 6.39 16.95 3.3 .Il .37 .33 i7. DOUBLE HUNG TV1/8'x69 1/4' 12.89 5.73 17.99 32 .10 .34 .35 17. DOUBLE HUNG 3D56 38 3/8'x69 5/8' 13.9 6.87 17.99 3.3 .11 37 .33 18, D.H. CIRCLE TOP CT1/0'x15 3/4' .34 .35 18. D.H. CIRCLE 70P FCH-4 26 3/8'x14 5/8' 1.1 0 2.9 3.3 .11 .37 ,33 19. D.H. CIRCLE TOP CT N24 30 1/8'x1] 3/4' L6 0 3.7 3.2 .10 .34 .35 19. D.H. CIRCLE TOP FCN-6 30 3/8'x16 5/8' 1.6 D 3.7 3.3 .11 .37 .33 20, D.H. CIRCLE TOP CTN28 34 1/8'x19 3/4' 2.2 0 4,7 3.2 .10 .34 .35 20. D.H. CIRCLE TOP FCH-8 34 3/8'-18 5/8' 2.2 0 4.7 3.3 .11 ,37 .33 21. D.H. CIRCLE TOP CTN30 38 1/8'x21 3/4' 2.8 D 58 32 .l0 ,39 .35 21. D.H. CIRCLE TOP FCH-IO 38 3/B'x20 5/B' 2.8 0 5.8 3.3 .I] .37 .33 22. CSMNT CIRCLE TOP CTCWI 28 7/e'x V' 1.5 0 3.4 3.2 .03 .34 .34 22. CSMNT CIRCLE TOP FCH-5 29 1/4'x16 5/8' l.5 D 3A 3.3 .05 35 .31 23. CASEMENT CN235 41 1/4'x41 3/8' 8 ].4 11.9 3.2 .03 .34 .34 _ 23. CASEMENT 1835 TWIN 41 3/4'x41 1/4' 8 7.4 11.9 3.3 .05 ,35 .31 24. L7OP/PICTURE CTC3 OVER EP335 ]2 3/8'-79 3/4' 29.2 0 40.1 3.2 ,10 .34 .35 24. C.TOP/PICTURE FCH-21 OVER 6053 73'x79 I/2' 292 0 40.1 3.3 .DB .33 .34 25. ELIPTACLE ET6 ]2'.17 3/8' 4.3 0 B7 3.2 .l0 .34 .35 25. ELIPTACLE FE-11 71 3/4'x16 5/B' 4.3 0 8,7 3.3 .11 .33 .34 26. OCTAGON NOT APPLICABLE N/A N/A N/A N/A N/A N/A N/A 26. OCTAGON 2020 22 1/2'x22 1/2' N/A I N/A I N/A INIA N/A N/A N/A 27. AWNING AN31 36 1/2'.21' 15 1.9 5.3 3.2 .10 .34 .35 27, AWNING 3018 37'.20 3/4' 3.5 1.9 5.3 33 .11 .33 .34 D❑❑R SCHEDULE m pL T r NGrH wc]mc wa.r •L• •r •mnr Am v xw rrwa.rrr yr.!yr ]�rsw-rw E1 14 !aa Y r>i E Vr ]if M➢w-1N L x - tl VC. r.[Ew-rEY >. l9E L Ea u yr. Mww-]w a. nE ve H MA >T[!!I,iS/G 6 VY r! ] r.6YI !V r!Vr Eyvp IXfp)0 IYUQ !VY.!VC ahvd -;A- wa a MONx N�➢J VY r!V .Iibvp WI, W, L bN 91iIIJ �! . VVp W, - g Imif pL� • Vp WA wA - WIOI®Imif®. Y r M Vr a}Vp WA W, WA WA W, o !u lrury 102f TD. n•.tivr m WA W, wA wA W, •I� maE wroov Y uEnoL xmrt Vr. yr nn vv. w W A wA w, W � r>r.w wA w, Gw am,c uc oma n v• .v .•v a ii.9 Gr w s9 ' PALL i1sTJlryep,Ni�j� mr w Arm]mi n 117 v »] m l • n vY.!yr r V.xA-rIu nse LLu v ]LBBB'/ •� � + SVV41A]N IN T YY r p.w LLE G] � t Y vwc n m p vY a r�xw-rw G] • � 90! ]m ] ur.v rAmow. isu . a a • � eel. a pnnnwG. n v.•.!yr I -Tft4. ZIP ! u t`sA. n prrn]vlG.� n yr.!yr ]ww.-rw 9 a. 4. > � • /�. rw �EL, 'moi r yr.!yr r�-rAu >. m. / � • � S 1 V ]Y5 KN lYw�V>LH Em !LY r Y' MEw-rN G]f LL2 ,,, • ••�O Y of 1p( 1.,�1 Vrsa Dm t]VG'r 1(' ]]my-1N lL• 19E lY , r w N>, rv�vrw m !yr.!• ncnv.-m w .0 nn NOTES Ft e (D) DENOTES EGRESS WINDOW ��� ALL WINDOWS SHALL MEET OR EXCEED MINIMUM WIND PRESSURES AS PRESCRIBED (b) DENOTES (GRADE FLOOR ONLY) EGRESS WINDOW IN SECTION R613, TABLE R3012(2) AND TABLE R301,2(3> OF THE RESIDENTIAL CODE (c) DENOTES NEW YORK EGRESS WINDOW flOA1�'.S I/VC. OF NEW YORK STATE. n m nraur ry k.YLOr1nmA PA nwG ALL GLAZING IN HOMES ERECTED IN WIND BORNE DEBRIS REGIONS SHALL MEET SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR MANUFACTURERS' WIND PRESSURE TESTING AND COMPLIANCE. OR EXCEED THE REQUIREMENTS AS PRESCRIBED IN SECTION R301.2.1.2 IN THE WINDOW AND DOOR SCHEDULES RESIDENTIAL CODE OF NEW YORK STATE. SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR Wcw MANUFACTURERS' ENERGY CODE COMPLIANCE DRP 17's !�+ JAN 03 /{Q] NOTE: SHINGLES TO HAVE 6 NAILS PER SHINGLE THIS PRINT IS OR TO BE BUILT x 1/2' x Ie Ga STRAP EVERY JnEB BJ NAILS 5 EACH SIDE DBL AA COR WN OR 9Y N MOSHER Y DDVN n TDP AND BUT OF WE VAL NAILS Rtl 6.0.C.ESG \ C04E 12' I-N`TERxEDIA LARGERcs LARGER USE STRPP 2KA BLOCKING BEKATN / OM EK BY JACK STUD C.- A'" SNEaI'ING JOINT / EeTEMIEN AND MARRIAGE WALLS iACX AT EACH END /,' ED 16ii NA S TOC.A1LED /.',.' YS NCV SC / N. / . I x LA IP B // STRAPRAP EVERY / 1 / JACK 6tl NAILS / p 5 EACH SIDE a XSTTRAPSPH OR N FOR GEHEM 1 I/2' x IB Ga ' / tl / STRAP EVERY •I/I6/ xql S d 3 / 110 TROSS Bd BY E IN ER EDI E / 5 EACH SIDE O / DBL STRAP S FOR ' / N Pt NIGHER 1 x 18 GA tl 1 ]' a LOCKING / STRAP RAP EV-RY TRUSS Bd NAILS / ueDE L STRAPS°ice g. B➢MHP OR HIGHER p,5 �/1 y' Bd NAILS $TAEr.ERED 116 //1 TOP AND BOTTOM 4 LSEEaON WALL SHIPLOVSE OSB 6'VIDE PCS \ N ILCD • d AILS 3. O.C. B '! SIAGLERCD AT FLA PERIMETER ' AND CLG P RIMETER ' • W S NAILS ea V V.E. O5. ^1, 2 EWC 12' INTERMEDIATE '/16' Bd NAILS 3' D.C.STAGGERED TOv AND BOTTOM ��A, \\� A D PND ANE H S 'IYH g�•yr, - B� _ 8tl NAILS ]'OC AT BLOCK SPLICE 2005 BLDCKING AT SPLICE [I P T . T W E S T E R Y P,• q'-P FROM CORNER OF HOUSE / THCP�xTcrl OF 90 MPH, IMI MPH, D MPH iCCV 16 LA STRAPS /l PET Pc�ecrrov FASTEST MILE WIND ZONE C RANCESEOR FIR•D.0 HOMES, INC. DRAWN BY. JDAll' R ° oN AgxcXEs oR na$T aow OF TWO nce. ,,r=..D• XD. aae .w 12 6 os $ 'e � 4.A H+ tiµ �✓ [ �l/� 3} _ 3 _ f l 1 Z ! '{M �Lf _#ln-,,.-r.- -+aN-'h ..-wy-_.-. _ .n.n -_..-_��..—:__ .-n,n-4.�':.� -V!-.T`r:{.'_. _. .-., '^"S'l. '_�^^"Y^—'-'s' .•- _ / Tr . -� To k ,1- - } .' , '- _- • 1� _ 61, 77- (0 3Oc,` / xa �E Roti z . r � ED S f� E � r r via I . wawtNisr►mwttlauengrrr�ws k - ��p��tciw6tl:MluvdirnwA+' - ruhxeain, a.x *Ml i .s1a6IR,tPn •nFa:taacla i' 1f111�Y1►M,MII •MM�1M'�tiwoiRr!i►ft +idlb�,t ' '. aaifradi laver 2v16 1.s 39 ops JT ' • 'IIiMNrtrtl }alt'4Mk�t1'.► Al+*MA�#rS� ''�'i"r0" . '�" udgcaMceWlwlk�tnpballuptlbt�ntjcetdr,tadt�rlQ'dW e�Mbe1�N�` �� �+ I W.��h�,,Iy� ,4J. ^•��,y� .. 14/'m 7 36 D,S �. - • g1iNM�1lilr�'I�....�rtMt1�4MMA111i4FYM�1!'.dw7lritt.:r°w�. 4WT4 24 0.9 MMMt R�'71b�!R'T 'thY4 (t�b �9y + -4*4 44. 4:f n - is aM1Mp1t4icN!"iy1a Xtwcr deY.•rMbIFparl6rgar6va eflcerhbMaMlr "'� : off.• - ! '(ISA WAML>WX+TI � k'iMtgfR111 +�--� rihe4MM it " pl!tyl`AeJ'oopoMr'nrP1eWa dwpneYaerr6' M 6aivneitYatya2a�eui2 - ��P'M114I4NYLOrsAl�twlM�MaAoMJ Otgr ,�i 1YII1waaO'�'IY 1itM4dia1�11rpNMhdrwlWA Mwladw WIE2 +. NMnrwF+v�liWW dltiRt tlllAihl.C•Il•Ih� 'MRM 0M.a011rta10{i•a Wia0101M1ptyw. O,IgIlYOa oel6etriorl ar t2O•MNaWON wwasrleo ar 22Jf,NgpNr • ' Aif 11114 , 1.Pool 2! N61vdMtwMrefMbO►�wgh uaaln.r;aP PM iN+nelli wlruiaaauweuN•.�. onv r+�w stn«�. p N gw�ws•+.I�t f �!rnds 'w'c• `_..,_ sa�e.t•e w.i�i6l�•nwri :i a �u to n w +i • Yia aip�coilir' iacq,,tgnMIp MM1iMWM1M o•,ate•r ak gvel6 cam. / �� �liLi K'V►4 ! 1�_ • 04116 2.3 02 02 0.7 DA as oA _ . CV20 2.9 0.1 0.1 0,2 0.2 OA 0.7 1.1 `- 10/21 T_ s.. _ - D.1 a2 Q7 6.6 1.0 41. 4.6 al 0,1 0.2 as 0.9 I Window nodjUn pratoelha.eball gleet ASTMEINW97andASTMEi441F99' a"•` • rah 6,or Structural cbantb _ rw:aa ,.hed ere wlhardware provldW.Detilir inset sa— _ 1a c..• or aatetd the reyglre■`eat.g(iVew Park, - Ptatt Building Cddt. {y� _ ;!j`' " ,n = - ria. _ 06 1arl.r fin' u Ir w2 . Sdb 'and Sbnp n Stmn Tk for deinilsbow ' "y o (r� Yr �¢dltur4toltg t4"o.c• Top view Pt Pon Tcpow ' ��" 49u!!AsS'a) � - _ llihio WaenMeM` . �_ '� •, :.',�!�`'�H'►I7F: :Y+L'r�µ'p.• - - - _ I as lop 1b At SPI.4"!+ SRJ(4)r jn from L dr•: Cih�a `�/ ^� p q ! �#�1 WtvtCFla;, bA44"d•41p'� °oxaleto}' r Il ! - .. . -. •, h rt � (Jt2 M6irrU(el/pdi f - _. �'a,R:,'�� 1'mji dtr,r, t ri • p��.�e _ /' ` S `��QaaQvv44, SI} R i '`,�t✓ilt�'tWV t1 _ S 5th ';M d [ y 77(AjNI•id1i4VYYQt1C'rJ1auVWWWACIxl�. llbb17 - TIOU ,fit �;' �k yep W hA4 Od'obi +bh n tlY 19d11G ,80w �tNbk," � � 0�5eN Rp��gi � a � �� � I t � Q"j, � RIY 9�1"a 0215�a �'ytx' ; [ i ,. r VH r i � f I TI - r,- - --- CIO- i ld G - - © p�� ARS, �✓"�"(„',r�`�-�4.a I-%- -=41 r - - _ Tq{. ,{� (� 005 -z- 7 L/_�,+A/.I�3 22i.LJ I __ t D i. 7`�f t- .. l �. . - -- _ AA - - - - - ift 1 t» 0'1 �� ~ AIID4� 7-10 YS FUTURE SURROUNDINGS / L-ETTE PERIN ❑ # 3 QN - 12412 / NY 'TD THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 1 THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPRDVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY LOS, APPLICATION NO, MIIG8-G2-074, MANUFACTURER'S NO. MIIGB, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER 2. THE ENERGY PORTIDN OF FMH PLAN HAS BEEN PREPARED USING PART 5 OF NEW YORK( STATE ENERGY CDNSERVATIDN CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CDDE THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED THE FOLLOWING ELEMENTS OF CERTIFICATION BUILDING SYSTEMS FILED WITH THE STATE. REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS. 1) DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION 2)NOT DESIGNED TO BE MOVED ONCE INSTALLED 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL NY. CERTIFICATION FOR MO➢ULARS BUILDINiG CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, YES X NO OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT TO TITLE II OF THE NATIONAL HOUSING ACT, AND 4)TU THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN ON A SIITE-BUILT PERMANENT FOUNDATION, 12'-6' (10' o.'+ FOR SNOW DRIFTING) Tn'i K —HE m N FEB Q 2 76q%o ;k NOTE - ACTUAL HOUSE MAY MofM2bY ELEVATION TXEPEAXOF 2860 — CUSTOM 2 STORY PERFECTION FRONT EL- EVATI ❑ N HOLLIES, ll Y DRgWN BYi ➢q TE SCALE AYERi NO, KD/KB/AS/KD 1/4'=r-o' -TALI12412 DWP 1-26-OS FUTURE SURR ❑ UNDINGS / LETTE PERIN ❑ # 3 QN - 12412 / NY 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT L THIS FACTORY MANUFACTURED HOME U`MH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. M1168-02-074, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE 12'-6' (10' D.C. FOR SNOW DRIFT) m N ❑ ❑ Ll o 35, o fi 2��5'sN� iZ�r: � 1 €: ., dA { NOTE — ACTUAL HOUSE M' ARY FROM ELEVATIDN TIDE PEAR OF 2860 - CUST11M 2 ST ❑ RY p�X PEEFEC71055V REAR ELEVATI ❑ N foo E [ , Il V C. . DRAWN BY. DATE, SCALE- LAYER, FILE NO, KD/KB/AS/KD va'=1 _D' A12412 DwP 1-26—C FUTURE SURR ❑ UNDINGS / LETTE PERIN ❑ # 3 QN - 12412 / NY 'TD THE BEST UP MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 1. THIS FACTORY MANUFACTURED HOME (FMW PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION ND. M1168-02-071, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER 2. THE ENERGY PORTION OF EMIT PLAN HAS BEEN PREPARED USING PART 5 OE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE 12 71 127 .o n n i m m N r -- r --------------- i r---------------i _4 °4 �.`` ��RP.9R� �ii SHIPLOOSE GARAGE DEORS EN—SITE BY ETHERS ft k kLEFT SIDE ELEVATION RIGHT SIDE ELEVATII]N ° Q2 0 2 2005 N1ITE- ACTUAL HOUSE MAY VARY FROM ELEVATION TAE PEAA' OF 2860 - CUST ❑M 2 ST ❑ RY �PEIr PERFEOT`°N LEFT & RIGHT SIDE ELEVATI ❑ NS HoffEsj Pvc. DRAWN BY, DATE, SCALE: LAYER, FILE NO KD/KB/AS/KD 01/04/1 va =r-o' A12412 FUTURE SURROUNDINGS / LETTE PERINO # 3 QN - 12412 / NY 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. M1168-02-074. MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER, 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE 2%a 7-8' 21'-2' 36'-4" 46,_2' 49'_9, 60,_0' (SEC 5 2.10 SPF 112 <S 10 SPF 112 (SEC 5, PG 32) (SEL 5, PG 32) R.O. 71 1/4'Wx6'-8 5/8'H DATA PLATE, STATE LABEL O 0 O SAFETY OS � AND PFS LABEL LOCATION GLAZED 14'_4' 12'-W W3630 W3030 310 VAL 36 W36 0 WC24 9'-0" 2'-11' 3'-6' M 240 • F-1' B30 E3-19 SH 36 DWS 8� LIN fU m 2' CUT m3s N m 2' CUT VT F-1- 15'-I" H ` N 3' DRAIN 6 - o p 2-3/1' SUPP. n I - Z FROM 2ntl STORY o •� KITCHEN Illli'- e OFFICE AM= 4#��- 4 v) i : i 80,98 SQ, FT23'-0" F_lyO' �ir 324 VENT REQ'D ,L3BREAKFAST 17.30 LIGHT PROV'D LIGHT REQ'D ANOOK iu iG 23,05 VENT PRGV'D15450 SO. FT. 0BA1236 LIGHT REQ'D CLIPPED CORNERS 6.18 VENT REQ'D (D m PAN. m WP3510 ASSEMBLY30,80 LIGHT PROV'D 6TO UNDERSIDE OF o• zhFAMILY ROOM n ROOF SHEATHING14,97 VENT PROV'D R.366.83 SQ. FT, 9'-4- ❑'29,35 LIGHT REQ'D , . 19'-0 1/2'14,67 VENT REQ'➢ N°J � , 9160 LIGHT PROV'DF-1, `48.32 VENT PROV'DB3fi B363) 2u4 SPF112 SUPPORT STUDS HALL 4'-7 1/2' 8'-0'W3630 W3630 W361G___ L__. ___� ____(3) 2x6 SPF#2 SUPPORT STUDS 8 1 8'-8' 6'-1' 4 4 3'-T (3) 2x4 SPFk2 SUPPORT STUDS2 2x6 SPFk2 SUPPORT STUDS --- -N L_- (3) 2x4 SPFk2 SUPPORT STUDS ❑ YP q5' HIGH WALL OMIT 2'-8' SECT I MARTIN ➢:RELY VENT AN➢ING W/ WOO➢ CAP OMIT 2'-- SECP O C- 6 WALL -N DIRECT NI a¢ Lf (2) 2x6 SPFk2 SUPPORT STU➢S 3' ➢RAiNL DENo_ ___-----_____ ____________________(h � F____o100 DVB GAS FIREPLACE GARAGE F J N orvsirc 23/4' SUPP 167,46 SQ. FT. ry lig z DINING ROOM FROM 2nd STORY. a w _ BY iu (e 13,41 LIGHT REQ'D a iu OTHERS 196,34 SQ. FT. �, 6.71 VENT RFQ'D °i m OPEN TO 15.71 LIGHT REQ'➢ 24.40 LIGHT PROV'D IF__ LD_H om p iu SECOND STORY o 7,85 VENT REO'D 12.08 VENT PROV'D m 24.40 LIGHT PROV'D N G i m Io 1208, VENT PROV'D O . m WP3510 ASSEMBLY o i TO UNDERSIDE OF 3'-6" FOYER 15'-3 1/2' ROOF SHEATHING o 0 mw/ WOOD CAFE 'D II o II 14'-4' Ilio 12 -10 ro 15'-1 1/4' •I 4'-6" 11'-47AEA ' 15'-10' O O ❑E 1 1/8' (SEC 2x10 SPF 112 O5 Q Q Q (SEC 5, PG 3E 4'-8' 12 2 GLAZED 22'_1' -� 32'-0' 39'-6' 4q� 2' 60,_0' 24'-0' 6 3 17 9 101OIIIIIIgIu of NEI,11, ayF OPy JOFINO.fl�': ___________________� r____________________________�_a (D� *: ® 4'X10' FLOOR REGISTER (3' FROM WALL) 10 REQUIRED rte- -- I GARAGE ONLY - e m TOE-KICK HEAT GRILLE ( LOCATED @ WET AREAS) 1 REQUIRED I HOUSE ONLY I ( " u ® 6'X14' HIGH/LOW AIR RETURNS 1 8T & 18' AFF, 5 PAIRS REQUIRED ALL EXT. LOAD BEARING H➢R'S WITH SPAN OF 3'-7' ORj r'�Y����������1 j ALL EXT, LOAD HEARING H➢R'SI WITH SPAN OF 4' DRI-0 1 LESS WILL HE (3) 2x6 SPF #2 ALL OTHERS WILL I 1 USE HIGH WIND PACKAGE 1 HOUSE TO BE ERECTED AT ;I LESS WILL HE (3) 2x6 SPF #2 ALL OTHERS WILL 12 1 HE SPECIFIED ACCORDING TO NEW CALCS MANUAL, I L.............J CUTCHOGUE, NY, 1 BE SPECIFIED ACCORDING TO NEW CALCS MANUAL, I F�1"s7...... •' 0 a ? 1 ALL REQUIRED JACK STUDS SHOWN ARE 2x6 SHE #2, SUFFOLK COUNTY i I ALL REQUIRE➢ JACK STUDS SHOWN ARE 2x6 SPF #2. I //ypA�FE5S10�11 1 1" 1 ( SECT. 10, PG. 20 ) ( SECT. 5, PG, 32 ) 1 �-� _..,� 45 LB, SNOW ZONE 1 1 ALL M/W H➢R'S: WITH SPAN OF 3'-T OR LESS 1 - 120 MPH, WIND ZONE (3 SEC GUST) I ALL M/W HDR'Si WITH SPAN OF 8'-6' OR LESS 1 I - 26 PSF, WIND LOAD 1 WILL HE (4) 2.6 SPF #2 ALL OTHERS WILL 1 1 WILL HE (4) 2x6 SPF #2 ALL OTHERS WILL 1 HE SPECIFIED ACCORDING TO NEW CALCS MANUAL. n �j SEISMIC DESIGN CATEGORY - B 1 BE SPECIFIED ACCORDING TO NEW CALCS MANUAL, 1 ( SECT, 5, PG, 103 ) 1 ��/� I ( SECT. 10, PG. 100 ) L._ , P ___ _ _ J L------------ - -----------J X1114 NOTES: 1, BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 62ND FLR FLUOR BEAM @ FAM ROOM TO BE TtiEPEaxoF 286 - COST ❑ M 2 STORY (4) 1 1/2" x 16" M,L. (SEC 5, PG 103) SIZED HEATING SYSTEM TO COVER A 137,000 BTU LOSS PERFECFIOAr 2HEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED BSMT 7, 9-0" CLG HEIGHT (HOUSE ONLY) p�' 1St STORY FLOOR PLAN 3 8, 9/12 ROOF RAFTER SYSTEM @ 16'" O,C, (GARAGE) 4, M/W HDR @ DEN/HALL TO BE (4) 1 1/2" x 9 1/4" M.L. (SEC 5, PG 103) 9, CLG, BEAM IN DINING/KIT TO BE 4-2x12 PF #2 DRAWN BY: DATE SCALE: LAYER: FILE NO: S, CLG BEAM @ GARAGE TO BE (4) 2 x 10 SPF #2 (SEC 10, PG 100) (SEC 5, PG 103) KD/KB/AS/KD 01/04/05 1/4'=l' sH1/FPl A12412 FUTURE SURROUNDINGS / LFTTF PERINO # 3 QN - 12412 / NY 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT I. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. M1158-02-071, MANUFACTURER'S NO, MUGS, WHICH HAS NOT BEEN MODIFIED 1N ANY MANNER. 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 OF NEW YURK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE 12' OL. FRAMING FOR WHIRLPOOL 12'-7' 23'-6" 3-1'-/-99' TIII 3-9'-/7'' TIII 52'-3' GLAZED V V (SEC 129)PF M2 4 SAFETY 7'-4" 10'-1' 14'-6' RD24 VEB24 _ K-114a BAT*#1 Ga talo --� BATH #2 NIN LLDRAIN PAN ri IA ----------------------------------------- 3' RADON VENT O) 2' VENT FROM WALK-IN � 9 1/2' \ D` Ist STORY `O BEDROOM #4 N •oCLOSET `� dV 1 -0180.73 SQ. FT. SHOWER DOOR UTILITY 14,46 LIGHT REQ'D (SHIPLOUSE) d1/ 7,23 VENT REO'D o m 45' HIGH WALL .. CLO WALK-IN 22,80 LIGHT PROV'D CLOSET w/wooB CAP Q 12.08 VENT PRDV'D iU � m 9 O < ❑ i I❑ I I 6'-9 1/2' iv 2' D4'-11 1 2 9' 0 a 9'-9 1/2" 32'-5" r WP3510 GABLE EN➢WALL STAIRS i•�� .�. pu Q (z) zx4 sPFxz SUPPORT sT— HALL 126 1/2'x54 1/2' R.O.�1�euI ------- r----------- —� m 20'-8'L_________ (2) 2x4 SPF82 SUPPORT STUDS 3' 4 1/2' 8'-4 1/2" _____i__J m OMIT 2'-8' SECT m CLG 2'-8' SECT OLE 4 WALL GYP CLG d WALL GYP �1 © ❑I m @) 2.6 sPFa2 SUPPORT stuns 3'-T 11'-0 1/2' 15'-3 1/2' ----------------------• to -- DN— ----- � —— � i m n BATH #4 a BEDROOM #1 w RAILIrvc O/ BEDROOM #3 \ r ONSITE 282.43 SQ. FT. BY ! 152.43 SO. FT. a iu `0 2259 LIGHT REQ'D oTHERs %u su iW r eoFlCTS 12.19 LIGHT REO'➢ BEDROOM #2 610 VENT REQ'D 11.30 VENT REQ'D UDEN m -• �o� 22.80 LIGHT PROV'D 34,20 LIGHT PROV'D 155.89 SO. FL QI ru aesT STORY q o 12.47 LIGHT REO'➢ 12.08 VENT PROV'D I I DT 18,06 VENT PROV'D i (n Ing 6.24 VENT REQ'D H m <> 22.80 LIGHT PROV'D • CLO ❑ 12.08 VENT PROV'D 2'-il" i0 ❑H 8'-6 1/2' iu 45' HIGH WALL ,.. Q CLO 2 -0' W/WOOD LAP BALCONY lq'-q• •I O EGRESS 4O 4'-6' 11'-4' 15'-10' Ll JI ® EGRESS ® O Q (HgDR 3-2�(8 29I N2 EGRESS a 0 22'-1' 2D a] , A'Jo 1/2' AF,F, 12,_2• ABOVE 32,_0, 39'-6" 44'-2" 60'_0• FE DORMER `Y11111111111111IIII//" ' YA y C JoH O A,P;�pN ALL EXT, LOAD BEARING H➢R'S, WITH SPAN OF 4'-5' OR =p 1• LESS WILL BE (3) 2.6 SPF #2 ALL OTHERS WILL F.L ;•�� BE SPECIFIED ACCORDING TO NEW CALCS MANUAL. ALL LUA REQIREED JACK STUDS SHOWN ARE 2x6 SPF 42.SECT 'ggnqH�lESS10�P��� r FEB 0 3 2005 ALL M/W HDR'S WITH SPAN OF W-7" OR LESS WILL BE (4) 2x6 SPF 42 ALL OTHERS WILL BE SPECIFIED ACCORDING TO NEW CALCS MANUAL ( SECT, 4, PG. 100 ) 11 , 5 NOTES 5. PEAA' OF 2860 - CUSTOM 2 STORY 1, CLU BEAM @ BEDROOM #1 TO BE (6) 1 1/2" x 11 1/4" M.L. (SEC 4, PG 101) 6, �PL�,X PERFECT�oN 2 2Y C� STORY FLOOR PLAN CLG BEAM @ HALL TO BE (4) 2 x 12 SPF #2 (SEC 4, PG 100) 7, 3 7/12 RAFTER ROOF SYSTEM @ 16" O.C. B HOMES� I�C 4 9 DRAWN BY, DATE, SCALE, LAYER, FILE NO, KD/KB/AS/KD 01/04/05 1/a•=r-o' SH2/FP2 A12412 FUTURE SURROUNDINGS / LETTE PERIN ❑ # 3 QN - 12412 / NY 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT _ 1. THIS FACTORY MANUFACTURED HOME (FMN) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, _ APPLICATION NO M1168-02-074, MANUFACTURER'S NO, M11GS, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 2. THE ENERGY PORTION OF EMIT PLAN HAS BEEN PREPARED USING PART 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE WP %L xl GFI CHIMES 2'-110GBTU CT P 2'-1100BTU LT GFI T S11 CFI FI e 5500BTU ® SSS ® GFI F G $3iRm ry j J I I w F 1 FTI I N m-zzoa➢m e 71 xl ---1-----'� 1 L_____—_ FL GFI GFI ——, BOX AN➢ BLOCK hl` FL FOR PADDLE FAN W = _J L m L___-- Q O 0 I 1 I I 1 1 GEL I I 27' 11crI I F--� 1 _ _�� MTD V S3 F - GFI ---_—_—_—_— -----_---- - s- y____--_- -L sJ WIRE ONLY CO 4NlrBTtY'—==___ I 7 I T K CI P___. -- I ^ 1 j L_ _________—tel 11 1 1r---------------------� 1 b N L___---VI LT WIRE T UNDERSIDE L L SS 1 BOX AND BLOCK CT T __ _ S3 ELEC� DROPS 1 JQ- ---�-J FOR PADDLE FAN W/ 22' COILS / PULL SB S3 SSS ------- F1 OF111 of LANDIN 11 ^ I n 0 CHIMES V TO B M B I 1 Y �I I I P r______, Si— 11 J I I JI 3'-1650BTU r J GET ry v O ODOM IN PLR Q FOR BSMT SDI o CLD BD% AND BLOCK L_ MTN iV FOR PADDLE FAN (y_,� cFI a v (BOXED) y -—___� - �J I I I 1 I a r SD r ---� 1 10-550013TU ® 10-550013TU ® 2'-IICOBTU 8 2'-1100BTU $3 ® 10'-ss01GBTu ® ELEC, DROPS GFI GFI CHIMES W/ 8' COILS xL -- WE GE - GFI l� I.YII.1HAl1MRJ ✓,� 4 o � w � v a - A L6 FEB 0 2 20nh THE PEW' OF 2860 - CUSTOM 2 STORY P[EYRFECJTIpOJN/ Ist STORY ELECT , PLAN HOlYll 11 DRAWN BY: DATE SCALE. LAYER FILE NO, KD/KB/AS/KD 01/04/05 1/4•=1 -0 SH1 /ELI A12412 FUTURE SURROUNDINGS / L_ ETTE PERINO # 3 QN - 12412 / NY 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 1. THIS FACTORY MANUFACTURED HOME (FNH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. M1168-02-074, MANUFACTURER'S ND, M1168, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER, 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE G _ - GFI m 1'-2200BTU $ 4'-2200HT➢ 10'-5500BTU 4'-220OBTU 1 AFI J 4100 BTU W�JBO% TOE KICK KICK W.P, F-- o- I I I O �j • I I cFl I I I n J O ____AN o — BOR AND BLOCK FOR PADDLE FAN „o I w-I sn I I I I $S ILI] I CO WIRE ONLY F_____________T__� P 11 _ i SD SD (>- ______- .-____JSD�i--TD-ATIlC nQ- Fr___���. ________ F___—____ _L____—_J $4 S4 WIRE ONLY CO ______________-KJ F --��, I_ GFI SS WPULL L _ SO L SO _ SD — - L T 1 T_ LR Sa__ r— —N O L______—__, 1 BOX AND BLOCK FOR PADDLE FAN BO% AN BLOCK iiD FOR PADDLE FAN BOX AND BLOCK FOR PADDLE AN I II I P I II I I 1o'-ssooBTu I I I DROPS 1P-ssmuBTU 10'-550OBTU 7'-385UBTU ILI_________________________________________J ALL DEDROEMS ARE ARC-FAULT PROTECTED % " ►) a:` , ('k, Ft�P.AR� rr ck dA • •,7A o'iaoac yp�� FEB 022005 TJJE PJsAA' OF 2860 - CUSTOM 2 STORY 'ErrFECjT'�o�" 2nd' STORY ELECT , PLAN ffoffsl l c. DRAWN BY, ➢ATEi SCALE, I LAYER' FILE NUi KD/KB/AS/KD 01/04/05 li4'=r-0' $Hz iELz A12412 FUTURE SURR ❑ UNDINGS / LLTTE PERIN ❑ # 3 UN - 12412 / 'TO THE HEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. M1168-02-074, MANUFACTURER'S NO, M1168, r WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. TDX14, TDX1D, TDX5, & TDX2 LOCATIONS SHOWN TO BE P. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING PART 5 VERIFIED AT PRODUCTION STAGE OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY COPE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE ' DUE TO STUD LOCATIONS REQUIRED. 84'-1 1/4' 60'-0" ________________________________ , m ° El El 1 r— 1 24'-1 1/4' I O II 1 m a -------------------------------------- I I o� 60'-0' 24'-1 1/4' m S O I I I I II I I I 1 � S I 6 I I I I 13'-9' 3'-9' 3'-9' 3'-9' 3'-6' 4'-4' 4'-3' 4'-11' 4'-1,1' 3'-3' 3'-3' 4'-2' 4'-3' 4'-3' 4'-5'1 _ _ _ __—__ - _- , ____-_ - _ - - - _- - 11 I______I .______1 L____ I I_____I __—_� II_ ___i i______I iL o o ,i 12'-7 1/4' 12'-0' ,N I ❑ 0-- ------ ILL-, 0 O 8.]800 L.L. 6,990 LL ],BJS L.L. 19p50 L.L. --O .L. 9,3020 LL /060TL `180125 T.L. ID025 TL. ID�1205 TL. 9,]9OT.L L-_ 8.125 L.L. 11,590 TL. 1283 SLT.L, `13,2]5 T.L. 11,025 T.L. 8,)]05 T.L. 10,015 T.L. , , 11,365 T,L 914 a5 ILL. 9,320 11,700 LLC .I r m425 TL 30 x30 CONC. 0FOOTER W/3 1/2' tibDIq. COLUMN ,,yl FOUNDATION DRAWINGS ARE TO BE USED ASA GUIDE UNLY. APEX HUMES WILL NUT ACCEPT ANYLIABILITY OR RESPONSIBILITY FUR INCORRECT FOUNDATIDNS. DO f MINIMUM CONCRETE WALLS _____—__ _____ _ _____________________J L_______ __________--__—_J 1 m II m m 44'_2' 15'-11 1/4' 24'-0' Pm NOTES1 -FFG 022005 1. FOR ADDITIONAL INFORMATION SEE FOUNDATION TYPICAL DWG #A15-A16 OF THIS SET 2, MAIN HOUSE - PERIMETER RAIL ATTACHED TO SILL WITH USE LATERAL PLATE TIE MP4F TYPE '1 INSTALLATION @ 12" ❑.C. 0 9 Q4 3, PIER GFOOTINUS BASED ETER RATTACHEDAIL UPONTO SILL WITH 166, NAILS A sit 2000 PSALLOWABLE SOL BEARINGPRESSURE s» * �**"*a 4, CONCRETE COMPRESSIVE STRENGTH 2500 PSI 5, M OR S TYPE MORTAR TO BE USED 6 MAX, ANCHOR BOLT SPACINGI MAIN HOUSE - 3/4" DIA ANCHOR BOLTS @ 2'-6" O,C MEPFAffOF 2860 - CUST ❑ M 2 STERY GARAGE - 1/2" DIA, ANCHOR BOLTS @ 4'-0" O C PERFECTJON 7 WINDOWS OR VENTS (INSTALLED BY BLDR) ARE REQ'D, TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION �pEX F ❑ UNDATIUN PLAN AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE hTOM�i S� IYTC DRAWN BYE DAT E, SCALE, LAYER, FILE NOS 8 NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION KniKBiAsiKn DwP 1-26-OS 1/a•=r-D' A12412